Academic literature on the topic 'CLT walls'

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Journal articles on the topic "CLT walls"

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Shahnewaz, Md, Shahria Alam, and Thomas Tannert. "In-Plane Strength and Stiffness of Cross-Laminated Timber Shear Walls." Buildings 8, no. 8 (2018): 100. http://dx.doi.org/10.3390/buildings8080100.

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The research presented herein investigated the in-plane performance of cross-laminated timber (CLT) shear walls for platform-type buildings under lateral loading. Finite element models of CLT connections (i.e., brackets, hold-downs and self-tapping screws) were developed in OpenSees and calibrated against experimental tests to represent the connections’ hysteresis behaviour under cyclic tension and shear loading. The results were incorporated into models of CLT single and coupled shear walls. The results in terms of peak displacement, peak load and energy dissipation were in good agreement when compared to full-scale shear wall tests. Subsequently, a parametric study of 56 single and 40 coupled CLT shear walls was conducted with varying numbers and types of connectors (wall-to-floor and wall-to-wall) for evaluating their seismic performance. It was found that the strength, stiffness and energy dissipation of the single and coupled CLT shear walls increased with an increase in the number of connectors. Single shear walls with hold-downs and brackets performed better under seismic loading compared to walls with brackets only. Similarly, coupled shear walls with four hold-downs performed better compared to walls with two hold-downs. Finally, ductility of coupled shear walls was found to be 31% higher compared to that of single shear walls. The findings from this research are useful for engineers to efficiently design CLT shear walls in platform-type construction.
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Kukk, Villu, Annegrete Külaots, Jaan Kers, and Targo Kalamees. "Influence of interior layer properties to moisture dry-out of CLT walls." Canadian Journal of Civil Engineering 46, no. 11 (2019): 1001–9. http://dx.doi.org/10.1139/cjce-2018-0591.

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The objective of this study was to determine the maximum allowable initial moisture content (MC) for cross-laminated timber (CLT) walls having both exterior and interior thermal insulation. A laboratory test was conducted, for which four test walls with two different insulation solutions and two different MCs were built. Based on the test results, a simulation model was configured and simulations using the model were completed. The simulation results determined that the maximum allowable initial MC of the CLT panels was 17% for walls insulated additionally from inside with mineral wool and 15% for CLT wall assemblies insulated with polyisocyanurate (PIR). Based on these results, it was concluded that the allowable MC ranges between 8% and 16% for construction timber, and therefore, using a PIR board as interior insulation for CLT walls should be undertaken with caution given the very small margin for error in MC.
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Bahrami, A., O. Nexén, and J. Jonsson. "Comparing Performance of Cross-Laminated Timber and Reinforced Concrete Walls." International Journal of Applied Mechanics and Engineering 26, no. 3 (2021): 28–43. http://dx.doi.org/10.2478/ijame-2021-0033.

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Abstract The purpose of this research is to specify the differences between the performance of cross-laminated timber (CLT) and reinforced concrete (RC) walls. The study is done by using the finite element structural analysis and design software, StruSoft FEM-Design, in order to model, analyse and design a reference building located in the city of Gävle in Sweden. The building is firstly modelled, analysed and designed using RC walls and then the RC walls are replaced with CLT walls. In both buildings, other load-bearing elements such as slabs, beams and columns are made of RC while the roof beams are made of glulam. It is found that employing RC has advantages, especially regarding thickness. The results show that the CLT walls require larger dimensions than their RC counterparts. Meanwhile, it is demonstrated that the slabs, beams and columns made of RC in the building having the CLT walls require more reinforcement or larger thickness than the case of walls made of RC. Moreover, the total weight of the building having the CLT walls is 74% of the building having the RC walls. The lower weight of the building having the CLT walls has great advantages such as having lighter foundation and being cost-effective and also beneficial for the environment.
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Loss, Cristiano, Stefano Pacchioli, Andrea Polastri, Daniele Casagrande, Luca Pozza, and Ian Smith. "Numerical Study of Alternative Seismic-Resisting Systems for CLT Buildings." Buildings 8, no. 11 (2018): 162. http://dx.doi.org/10.3390/buildings8110162.

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Changes to building codes that enable use of materials such as cross-laminated timber (CLT) in mid- and high-rise construction are facilitating sustainable urban development in various parts of the world. Keys to this are the transition to multi-performance-based design approaches along with fewer limitations on heights or the number of storeys in superstructures constructed from combustible materials. Architects and engineers have increased freedom to apply new design and construction concepts and methods, as well as to combine timber with other structural materials. They also have started to develop wall arrangements that optimise interior space layouts and take advantage of the unique characteristics of CLT. This paper discusses the seismic response of multi-story buildings braced with a CLT core and perimeter shear walls anchored to foundations and floor platforms using modern high-capacity angle brackets and hold-downs, or X-Rad connectors. Linear dynamic finite element (FE) models of seismic responses of superstructures of various heights are presented, based on experimentally determined characteristics of wall anchor connections. Particular attention is given to fundamental vibration periods, base shear and uplift forces on walls, as well as inter-story drift. Discussion of FE model results focuses on structural engineering implications and advantages of using CLT to create shear walls, with emphasis on how choice of wall anchoring connections impacts the possible number of storeys and configurations of superstructures. Employing CLT shear walls with X-Rad or other types of high capacity anchoring connections makes possible the creation of building superstructures having eight and potentially more storeys even in high seismicity regions. However, it is important to emphasise that proper selection of suitable arrangements of shear walls for CLT buildings depends on accurate representation of the semi-rigid behaviors of anchoring connections. The linear dynamic analyses presented here demonstrates the need during engineering seismic design practices to avoid use of FE or other design models which do not explicitly incorporate connection flexibilities while estimating parameters like fundamental periods, base shear and uplift forces, as well as inter-story drift.
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Sun, Xiaofeng, Minjuan He, and Zheng Li. "Experimental and Analytical Lateral Performance of Posttensioned CLT Shear Walls and Conventional CLT Shear Walls." Journal of Structural Engineering 146, no. 6 (2020): 04020091. http://dx.doi.org/10.1061/(asce)st.1943-541x.0002638.

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Lin, Jui-Yen, Chieh-Ting Yang, and Yaw-Shyan Tsay. "A Study on the Sound Insulation Performance of Cross-laminated Timber." Materials 14, no. 15 (2021): 4144. http://dx.doi.org/10.3390/ma14154144.

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Cross-laminated Timber (CLT) has become an emerging board material of wood construction that is strong enough to sustain a high-rise building. However, many wooden congregate housing units overseas that utilize CLT have poor sound environments because the low mass of such wood influences sound insulation performance. In this research, we explored the effect of different CLT walls on sound insulation performance and integrated applicable sound insulation simulation tools to simplify the process of designing a CLT wall structure. This research aimed at a double wall and CLT combined with a gypsum board as the research object. The sound insulation performance test was carried out in a laboratory, while the sound insulation performance of the structure was predicted through simulation tools and prediction models and then compared with the measured values to verify the applicability of the simulation tool. The CLT with a double wall and CLT with gypsum board (CLT + GB) achieved Rw of 50 dB. The numerical simulation had better prediction performance than INSUL at the double wall, while the double wall with cavity structure was close to the measured result via mass law calculation. The INSUL-predicted CLT with a gypsum board at 500 Hz~3150 Hz was close to the measured value.
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Costanzo, Vincenzo, Gianpiero Evola, Antonio Gagliano, Luigi Marletta, and Francesco Nocera. "Hygrothermal Analysis of CLT-Based Retrofit Strategy of Existing Wall Assemblies According to EN 13788 Standard." TECNICA ITALIANA-Italian Journal of Engineering Science 65, no. 2-4 (2021): 324–29. http://dx.doi.org/10.18280/ti-ijes.652-428.

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In the framework of the ongoing EU-funded innovation project called e-SAFE (energy and Seismic Affordable rEnovation solutions), several solutions for the energy and seismic deep renovation of reinforced-concrete (RC) framed buildings in the EU countries are going to be developed and demonstrated. One of these solutions makes use of cross laminated timber (CLT) panels connected to the existing RC frame through specifically designed dampers to increase the seismic and energy performances of the existing envelope. This paper aims to preliminary assess the hygrothermal performance of such CLT panels when applied to various typical wall structures under different climate conditions in Italy through numerical simulations carried out according to the EN 13788 Standard and considering various indoor vapor production classes. Results show that the most problematic existing wall structures are uninsulated concrete walls, for which a risk of surface condensation and mold growth is predicted in all climate zones because of their low thermal resistance (U-value of 3.55 W·m-2·K-1), followed by uninsulated solid brick walls (U-value of 1.81 W·m-2·K-1). The application of CLT panels is found to not only significantly improve the thermal behaviour of the walls, but also to eliminate any surface and interstitial condensation issues in all climate zones.
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Berg, Sven, Jonas Turesson, Mats Ekevad, and Anders Björnfot. "In-plane shear modulus of cross-laminated timber by diagonal compression test." BioResources 14, no. 3 (2019): 5559–72. http://dx.doi.org/10.15376/biores.14.3.5559-5572.

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Cross-laminated timber (CLT) is an engineered wood material that is used in the construction industry, e.g., for floors, walls, and beams. In cases where CLT-elements are used as shear walls, the in-plane-stiffness is an important property. For non-edge glued CLT, in-plane shear stiffness is lower than for edge-glued CLT. To evaluate the non-edge glued CLT panel’s in-plane shear modulus, the diagonal compression test and finite element (FE) simulation was used. FE-models with both isotropic and orthotropic material models were used to calculate the shear stiffness. The FE models using pure shear loads were used as a reference to determine the correct value of the shear modulus. To verify the FE simulations, diagonal compression tests were conducted on 30 CLT samples. A calibration formula was derived using the least square method for calculation of shear modulus. The formula gave accurate results. The results showed that FE simulations can reproduce the same shear stiffness as tests of non-edge glued 3-layer and 5-layer CLT panels.
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Pei, Shiling, Marjan Popovski, and John W. van de Lindt. "Analytical study on seismic force modification factors for cross-laminated timber buildings." Canadian Journal of Civil Engineering 40, no. 9 (2013): 887–96. http://dx.doi.org/10.1139/cjce-2013-0021.

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With two producers in operation and over 20 buildings already constructed or in planning process, use of cross-laminated timber (CLT) is gaining popularity in Canada. Since CLT as a structural system is currently not included in the National Building Code of Canada (NBCC), one of the most important issues are the values for the force modification factors for seismic design of CLT structures when NBCC equivalent static force procedure is used. In this study, a test-calibrated numerical model for CLT shear walls was applied to develop the design resistances for typical CLT wall configurations. An estimation of a possible range of Rd-factors was obtained by developing design variations for three multi-storey CLT apartment buildings. By specifying the desired seismic performance in terms of inter-storey drift, it is concluded that an Rd-factor of 2.0 will likely provide desirable building performance during the design earthquake level event in Vancouver, B.C.
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Asgari, Hosein, Thomas Tannert, Mohammad Mehdi Ebadi, Cristiano Loss, and Marjan Popovski. "Hyperelastic hold-down solution for CLT shear walls." Construction and Building Materials 289 (June 2021): 123173. http://dx.doi.org/10.1016/j.conbuildmat.2021.123173.

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Dissertations / Theses on the topic "CLT walls"

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Pai, Sai Ganesh Sarvotham. "Force transfer around openings in CLT shear walls." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/51632.

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During an earthquake, shear walls can experience damage around corners of doors and windows due to development of stress concentration. Reinforcements provided to minimize this damage are designed for forces that develop at these corners known as transfer forces. In this thesis, the focus is on understanding the forces that develop around opening corners in cross laminated timber (CLT) shear walls and reinforcement requirements for the same. In the literature, four different analytical models are commonly considered to determine the transfer force for design of wood-frame shear walls. These models have been reviewed in this thesis. The Diekmann model is found to be the most suitable analytical model to determine the transfer force around a window-type opening. Numerical models are developed in ANSYS to analyse the forces around opening corners in CLT shear walls. CLT shear walls with cut-out openings are analysed using a three-dimensional brick element model and a frame model. These models highlight the increase in shear and torsion around opening corners due to stress concentration. The coupled-panel construction practice for CLT shear walls with openings is analysed using a continuum model calibrated to experimental data. The analysis shows the increase in strength and stiffness of walls, when tie-rods are used as reinforcement. Analysis results also indicate that the tie-rods should be designed to behave linearly for optimum performance of the wall. Finally, a linear regression model is developed to determine the stiffness of a simply-supported CLT shear wall with a window-type opening. This model provides insight into the effect of various geometrical and material parameters on the stiffness of the wall. The process of model development has been explained, which can be improved further to include the behaviour of anchors.<br>Applied Science, Faculty of<br>Civil Engineering, Department of<br>Graduate
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Mehlig, Jakob, and Elisabeth Wade. "Making the connection : Are post-tensioned CLT walls an economically sound option?" Thesis, Uppsala universitet, Byggteknik och byggd miljö, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-446615.

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This thesis aims to compare the cost of post-tensioned connection systems with conventional connections for the transferal of uplift forces in CLT stabilising walls. The desire for taller timber buildings has increased over time, in part due to environmental aspects but also to meet demands from an urbanizing population. For taller buildings, the horizontal load from wind increases. Due to timbers low self-weight, the uplifting force caused by the horizontal loading will be relatively large. Post-tensioning within timber structures is a non-conventional method for the transferal of uplifting forces that has been applied in only a few projects. The cost of the post-tensioning method is therefore unclear to the general engineer and has for that reason been investigated within this thesis. To gain information about the different aspects that might be affected by the connection method, interviews were held with different professionals who had worked with the post- tension method in timber structures. A cost comparison was performed for four different connection methods for stabilising walls, where the methods were three versions of the post-tension method and one with the more common angle brackets and hold-downs. The thesis was completed with a cost comparison within a case study, where the financial differences between the different connection methods for stabilising walls in a building were investigated. The case study building was based on a project currently being designed in Uppsala. Several different versions of the building were created, where the number of stories and stabilising walls of the building were changed. The connection costs for the different versions were compared to find the most cost-effective solution. The results from the stabilising wall analysis showed that the conventional connection method, was the cheaper option for stabilising walls of 4-storeys. While the post-tension method had a cheaper material cost for stabilising walls of 8-storeys and above. As the building height increased the post-tension systems became more priceworthy. The largest cost difference found between the conventional and the post-tension systems was for the 20-storey tall wall subjected to an uplift of 100 kN, where the conventional system was 76,5% more expensive than the most economical post-tensioning system. A four- storey interval was used for the analysis of the building heights. The results from the case study cost comparison followed in the same line as the results from the stabilising wall cost comparison. Both indicated that the post-tension systems became more economical compared to the angle brackets for increased building heights.<br>Syftet med detta examensarbete är att undersöka kostnaden för olika infästningsmetoder för stabiliserande väggar i träkonstruktioner. Fokus ligger på efterspänningsmetoden, som innebär att det monteras stänger i väggarna genom flera våningar som sedan spänns åt. Examensarbetet begränsas i att titta på byggnader uppförda i KL-trä. Det övergripande syftet med arbetet är att avgöra om efterspänningssystem är ett ekonomiskt lönsamt alternativ kontra konventionella infästningsmetoder, för att stabilisera KL-träväggar. KL-trä står för kors-limmat trä och används idag för bärande konstruktioner inom träbyggnader och består av flera lager träskivor som har limmats ihop. Varje lager har vridits med 90 grader i förhållande till det föregående, för att främja komponentens styrka och fuktmotstånd. För att samla information om de olika aspekter som påverkas av valet av infästningsmetod hölls intervjuer med personer som använt sig av efterspänningsmetod i träkonstruktioner. Utöver detta genomfördes även en kostnadsjämförelse mellan olika infästningsalternativ för olika stabiliserande väggar. De alternativ som jämfördes var efterspänningsmetoden och de mer konventionella vinkeljärnen. Resultaten från kostnadsjämförelsen visade att vinkeljärnen var det mest ekonomiska valet för byggnader i 4-våningar, medan materialkostnaden för efterspänningsmetoden var lägre för byggnader med 8-våningar och uppåt. Den största prisskillnaden mellan de två metoderna var för en vägg i en byggnad med 20 våningar och 100 kN i upplyftande krafter, där kostnaden av det konventionella systemet var 76,5% dyrare än det billigaste av de efterspända systemen. Analysen av byggnadshöjderna gjordes i intervaller om fyra våningar. Detta examensarbete avslutades med en fallstudie där de olika aspekterna som påverkar kostnaden av anslutningsmetod, som byggnadshöjd och planlösning, jämfördes. Resultaten från fallstudien följde i samma fotspår, då efterspänningsmetoden blev allt mer kostnadseffektiv med ökat våningsantal.
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Jůza, Daniel. "Objekt občanské vybavenosti." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391956.

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The aim of this diploma thesis is to prepare the project documentation for operational building design documentation of a pension with restauration. I it an object with three above-ground floors and one underground floor. The structural construction system of the building is mixed. The technical report and the drawing documentation is a part of the thesis.
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Mateos, González Eduardo. "Domain wall solutions in the AdS/CFT correspondence." Thesis, Uppsala universitet, Teoretisk fysik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-421588.

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In this thesis we study a particular realization of the Domain wall/Quantum Field Theory correspondence, a modification of the Anti de-Sitter/Conformal Field Theory correspondence that is used to study deformations of a Conformal Field Theory. In theQuantum gravity side of the duality we analyze a N = 1 gauged supergravity theory in 7 dimensions which presents two different Anti de-Sitter vacua, one of which preserves the full supersymmetry and one that breaks half of the supercharges. We will find a scalar 1/2-BPS solitonic solution describing a domain wall in an asymptotically Anti de-Sitter spacetime which interpolates between the supersymmetric AdS vacuum and a divergent AdS space situated at infinity, and we will calculate its tension and the effective mass of the scalar field when evaluated at the AdS vacuum. The dual theory of our gauged  supergravity is the 6-dimensional N = (1,0) Superconformal Field Theory, and the scalar 1/2-BPS field is dual to two relevant operators that induce a relevant deformation of the SCFT which can be identified with a renormalization group-flow. Here we will first compute the scaling dimension and the one-point functions of these operators in the SCFT, as well as indicating how to compute the two-point and three-point functions, and then we will study the c-function along the renormalization group-flow they induce and the beta function that characterizes this flow in order to derive some properties of the resulting Quantum Field Theory.
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Ridgway, Jefferson Miles. "Aspects of k-strings and k-domain walls in the AdS/CFT correspondence." Thesis, Swansea University, 2009. https://cronfa.swan.ac.uk/Record/cronfa42582.

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The concepts and behaviours of k-strings and domain-walls are examined in higher representations through the scope of the Gauge-Gravity correspondence. Tensions of strings in a representation of N-ality k are examined in the strong coupling limit. Confining k-strings are discussed in four dimensional gauge theories using D5 branes in AdS5 x S5 and D3 branes in Klebanov-Strassler and Maldacena-Nunez backgrounds. Two main results are presented: The first that confining k-string tensions in N = 4 super Yang-Mills can be calculated using D5 branes in AdS5 x S5 with a cut-off in the bulk AdS. It is shown that the D5 brane can replicate a string of rank k in the antisymmetric representation. The second result shows that the S-Dual calculation to string tensions in N = 1 super Yang-Mills gravity duals reproduces the action exactly, while providing a more natural manifestation of the string charge k. Quantum broadening effects of k-string objects are investigated in both confining and non-confining theories. An old result by Luscher, Munster and Weisz is generalised to the case of a k-string. When the fundamental string is replaced by a bound state of k strings, the bound state is better described by a wrapped D-brane. The width of the k-string (the wrapped D-brane) is calculated in several confining backgrounds by using a D-brane probe and a universal result is found. The widths of k -strings in AdS5 x S5 are examined via connected world-sheet methods, and via the exchange of light supergravity modes, and are shown to disobey the confining string result. The tension of the deconfining domain walls of N = 4 Super Yang-Mills are studied at weak and strong coupling. The k-wall tension at one loop order is calculated and found to be proportional to k(N - k), the Casimir scaling. The strong coupling calculation is performed by using the Gauge-Gravity correspondence. Arguments are made that the k-wall should be identified with a 5-brane wrapping an S4 inside S5 in an AdS-Schwarzschild x S5 background. The tension at strong coupling is compared with the weak coupling result. Preliminary results for tension scaling behaviours for thermal gauge theories in two-index representations are presented and briefly discussed.
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Ma, Siyao. "Numerical study of pin-supported cross-laminated timber (CLT) shear wall system equipped with low-yield steel dampers." Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/57747.

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This thesis presents a numerical study of a novel rocking cross-laminated timber (CLT) shear wall system for low- to mid-rise constructions. The system takes advantage of the high in-plane stiffness of CLT coupled with low-yield steel dampers to control the rocking motion of the CLT shear walls during earthquakes. The low-yield steel dampers connected between two rigid CLT wall panels provide the mechanism needed to dissipate the earthquake energy. This concentrates the damage in the dampers, allowing the system to be repaired efficiently after major earthquakes. Numerical models of the CLT shear wall system have been developed using both OpenSees Navigator and ABAQUS software. Models of low-yield steel damper systems were calibrated using available experimental results. With the rigid floor/roof assumption, a simplified OpenSees model of the CLT shear wall system was demonstrated to be effective and reasonably accurate in predicting the response of the system under large excitations. Therefore, it is efficient and reliable to apply the OpenSees model to study the seismic response of CLT shear wall buildings. A case study of a six-storey CLT shear wall building located in Vancouver, Canada was studied; and, detailed parameteric studies were conducted to investigate the influences of the damper type (damper shear strength), number of dampers, damper location, different earthquake records versus target earthquake design response spectrum, and earthquake peak ground acceleration (PGA) on the building response. It was determined that an optimized damper design with comprehensive consideration of these five factors can provide a building with a small roof drift ratio, as well as minor damages on the dampers. Concepts and examples for connection design are also provided.<br>Forestry, Faculty of<br>Graduate
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Farnsworth, Michael Sterling. "Wall Shear Stress in Simplified and Scanned Avian Respiratory Airways." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/8818.

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Birds uniquely produce sound through a vocal organ known as a syrinx. The presence of wall shear stress acting on the airway cells of any organism will affect how airway cells develop and multiply. Unique features of avian airway geometry and breathing pattern might have contributed to the development of the syrinx. This thesis examines wall shear stress in the trachea and first bronchi of avian geometries using computational fluid dynamics. The computational fluid dynamic simulations underwent grid- and time-independence studies and were validated using particle image velocimetry. Parameters such as bird size, bronchial branching angle, and breathing waveform were examined to determine conditions that contributed to higher wall shear stress. Both simplified and CT scan-derived respiratory geometries were examined. Maximum wall shear stress for the simplified geometries was found to be highest during the inspiratory phase of breathing and was highest near the pessulus. Maximum wall shear stress in the CT scan-derived geometries was less phase-dependent and was highest near constrictions in the airway. Comparison between scanned and simplified geometry simulations revealed significant differences in wall shear stress magnitudes and flow features. If wall shear stress is found to be important in the development of the syrinx or the advantage of a syrinx, the thesis results are anticipated to aid in characterizing conditions that would have contributed to the development of the syrinx or advantages of syringeal vocal fold position over tracheal vocal fold position.
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Hentschelová, Tereza. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410001.

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The goal of this thesis is to elaborate project documentation of new sports centre. The building is situated on a plot No. 1930/48 of the cadastre territory in the town of Pacov. It is a building without cellar with two above-ground floors part on the area of 595,6 m2. The first floor part circuit structure consist of reinforced concrete walls with an outdoor climbing wall. The roofing is the mono-pitches roof with glue laminated timber beam and purlin with metal roofing. The building features an indoor climbing wall and a bar with seating. The second floor part is made of wooden CLT panels, the roof is designed as a green flat roof. This section provides facilities for athletes and staff and exercise halls. There are 50 parking spaces for cars in the building.
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Escalona, Cornejo Johan Enrique. "Modelling of Heat Losses through Coated Cylinder Walls and their Impact on Engine Performance." Doctoral thesis, Universitat Politècnica de València, 2021. http://hdl.handle.net/10251/165244.

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[ES] Actualmente, los vehículos propulsados por motores de combustión interna alternativos (MCIA) constituyen uno de los mayores agentes contaminantes para el medio ambiente. En este sentido, ha existido una importante cooperación internacional para promulgar leyes que regulen las emisiones contaminantes. De manera que los fabricantes de coches han impulsado el desarrollo de tecnologías más limpias y amigables con el medio ambiente. Ante esta situación, ha surgido recientemente la electrificación, como uno de los proyectos más ambiciosos de la industria automotriz para los próximos años. Sin embargo, esta meta parece aún lejana en el horizonte. En tal sentido, la hibridación con motores térmicos y eléctricos parece ser el camino a seguir en el corto plazo. Por consiguiente, los MCIA seguirán siendo la principal fuente de propulsión terrestre durante los años venideros. Para mitigar los inherentes efectos contaminantes de los motores de combustión interna, se han propuesto diferentes tecnologías para desarrollar motores más eficientes. Entre ellas, la aplicación de recubrimientos térmicos en las paredes de la cámara de combustión apunta a reducir las pérdidas por calor en el motor, y así aumentar su eficiencia térmica. El objetivo principal de esta tesis es estudiar el impacto de aplicar recubrimientos térmicos en las paredes de la cámara de combustión en motores de combustión interna. En este sentido, determinar los flujos de calor experimentalmente a través de las paredes es complicado y no del todo fiables, debido a que dependen de la medición de las temperaturas de pared. Por este motivo, el CFD-CHT es utilizado. El primer paso fue validar la herramienta computacional que es utilizada para los cálculos en motores de combustión interna. Para ello se realizó un estudio preliminar en geometrías sencillas como una tubería circular o un canal rectangular. Se evaluaron los modelos de transferencia de calor y se determinó la relevancia de ciertos parámetros como la rugosidad. Para complementar el estudio, se realizó un análisis de las temperaturas en una geometría más realista como el pistón de un MCIA. Los valores de temperatura calculados por el software fueron casi iguales a las medidas experimentales. Por consiguiente, la fiabilidad de la herramienta computacional fue verificada. Seguidamente, se plantea una metodología para abordar al problema de modelar capas muy finas de recubrimientos térmicos en el espacio tridimensional. Para de esta manera poder simular las paredes recubiertas en la cámara de combustión. La metodología consiste en definir un material equivalente con un espesor y número de nodos que permitan un mallado computacionalmente realista. Para ello se utilizó un DoE en combinación con un análisis de regresión múltiple. Los primeros estudios se llevaron a cabo en un motor de gasolina. El modelado se llevó a cabo para dos configuraciones: motor con paredes metálicas y motor con pistón y culata recubiertos. A través de un análisis exhaustivo de la transferencia del calor, se evaluó el impacto que tenía aplicar el revestimiento térmico en el motor. La comparación con datos experimentales demuestran la utilidad del cálculo CHT para evaluar las pérdidas de calor en un MCIA. Sin embargo, ninguna mejora fue observada en el motor de gasolina debido al tipo de recubrimiento aplicado en las paredes de la cámara de combustión. Las simulaciones llevadas a cabo en el motor de gasolina permitieron determinar que los cálculos CHT son computacionalmente largos. En este sentido, una serie de estrategias diseñadas a optimizar los cálculos han sido analizadas con el fin de reducir los tiempos de cálculo. A través de este estudio, se encontró una metodología para optimizar la malla del dominio computacional. Esta última, emplea un refinamiento AMR basado en la distancia de pared. Este método es utilizado para modelar el impacto de aplicar un revestimiento tér<br>[CA] Actualment, els vehicles propulsats per motors de combustió interna alter- natius (MCIA) constitueixen un dels majors agents contaminants per al medi ambient. En aquest sentit, ha existit una important cooperació internacional per a promulgar lleis que regulen les emissions contaminants. De manera que els fabricants de cotxes han impulsat el desenvolupament de tecnologies més netes i amigables amb el medi ambient. Davant aquesta situació, ha sorgit recentment l'electrificació, com un dels projectes més ambiciosos de la indústria automotriu per als pròxims anys. No obstant això, aquesta meta sembla encara llunyana en l'horitzó. En tal sentit, la hibridació amb motors tèrmics i elèctrics sembla ser el camí a seguir en el curt termini. Per consegüent, els MCIA continuaran sent la principal font de propulsió terrestre durant els anys esdevenidors. Per a mitigar els inherents efectes contaminants dels motors de combustió interna, s'han proposat diferents tecnologies per a desenvolupar motors més eficients. Entre elles, l'aplicació de recobriments tèrmics en les parets de la cambra de combustió apunta a reduir les pèrdues per calor en el motor, i així augmentar la seua eficiència tèrmica. L'objectiu principal d'aquesta tesi és estudiar l'impacte d'aplicar reco- briments tèrmics en les parets de la cambra de combustió en motors de combustió interna. En aquest sentit, determinar els fluxos de calor experi- mentalment a través de les parets és complicat i no del tot fiable, pel fet que depenen del mesurament de les temperatures de paret. Per aquest motiu, el CFD-CHT (Computational fluid dynamics-Conjugate Heat Transfer) és utilitzat. El primer pas va ser validar l'eina computacional que és utilitzada per als càlculs en motors de combustió interna. Per a això es va realitzar un estudi preliminar en geometries senzilles com una canonada circular o un canal rectangular. Es van avaluar els models de transferència de calor i es va determinar la rellevància de certs paràmetres com la rugositat. Per a complementar l'estudi, es va realitzar una anàlisi de les temperatures en una geometria més realista com el pistó d'un MCIA. Els valors de temperatura calculats pel software van ser quasi iguals a les mesures experimentals. Per consegüent, la fiabilitat de l'eina computacional va ser verificada. Seguidament, es planteja una metodologia per a abordar el problema de modelar capes molt fines de recobriments tèrmics en l'espai tridimensional, per a d'aquesta manera poder simular les parets recobertes en la cambra de combustió. La metodologia consisteix a definir un material equivalent amb una grossària i nombre de nodes que permeten un mallat computacionalment realista. Per a això es va utilitzar un DoE (Design of experiments) en combinació amb una anàlisi de regressió múltiple. Els primers estudis es van dur a terme en un motor de gasolina. El mod- elatge es va dur a terme per a dues configuracions: motor amb parets metàl·liques i motor amb pistó i culata recoberts. A través d'una anàlisi exhaustiva de la transferència de la calor, es va avaluar l'impacte que tenia aplicar el revestiment tèrmic en el motor. La comparació amb dades experi- mentals demostren la utilitat del càlcul CHT per a avaluar les pèrdues de calor en un MCIA. No obstant això, cap millora va ser observada en el motor de gasolina a causa de la mena de recobriment aplicada en les parets de la cambra de combustió. Les simulacions dutes a terme en el motor de gasolina van permetre determinar que els càlculs CHT són computacionalment llargs. En aquest sentit, una sèrie d'estratègies dissenyades per a optimitzar els càlculs han sigut analitzades amb la finalitat de reduir els temps de càlcul. A través d'aquest estudi, es va trobar una metodologia per a optimitzar la malla del domini computacional. Aquesta última, empra un refinament AMR basat en la distància de paret.<br>[EN] Currently, vehicles powered by internal combustion engines (ICE) are targeted as contributing largely to environmental pollution. In this regard, there has been significant international cooperation to enact laws that regulate the polluting emissions. Hence, the car manufacturers have oriented efforts to the development of cleaner and more eco-friendly technologies. In order to face this situation, electrified vehicles have emerged as one of the most promising projects in the automotive industry for the coming years. However, this target still seems far on the horizon. In this sense, hybridization with thermal and electric engines seems to be the path to follow in the short term. Consequently, ICEs will continue to be one of the important sources of terrestrial propulsion in the coming years. To mitigate the inherent polluting effects of internal combustion engines, different technologies have been proposed to develop more efficient engines. Among them, the application of thermal coatings on the combustion chamber walls. This technology aims at reducing the heat losses in the engine, and thus increase its thermal efficiency. The main objective of this thesis is to study the impact of coating the combustion chamber walls of an engine on heat losses and thermal efficiency. The experimental definition of the heat fluxes through the walls is complex and not very reliable because it requires the measurement of wall temperatures. For this reason, CFD-CHT (Computational fluid dynamics-Conjugate Heat Transfer) is used. The first step was to validate the computational tool employed for CFD-CHT calculations in internal combustion engines. For this, a preliminary study in simple geometries such as a circular pipe or a rectangular channel was performed. Heat transfer models were evaluated and the relevance of certain parameters such as roughness was determined. To reinforce the study, a thermal analysis in a more realistic geometry such as the piston of a CI engine was carried out. The temperature values calculated by the software were almost the same as the experimental measurements. Consequently, the reliability of the computational tool was verified. Next, a methodology was proposed to address the problem of modeling very thin layers of thermal coating for three-dimensional CFD-CHT calculations. The methodology consists in defining an "equivalent material" with a thickness and number of nodes that allow a computationally realistic mesh. For this, a DoE in combination with a multiple regression analysis was employed. The first CFD-CHT simulations in ICEs were carried out for a gasoline engine. The study was performed for two configurations: metallic engine and engine with coated piston and cylinder head. An exhaustive heat transfer analysis was made in order to determine the impact of applying the thermal coating on the engine. Comparison with experimental data proved the suitability of the CHT calculations to evaluate heat losses in ICEs. However, no improvement on engine efficiency was observed in the gasoline engine due to the type of coating applied on the combustion chamber walls. Experience with the gasoline engine calculations showed that CHT calculations were very time consuming. In this regard, some strategies aimed at optimizing the calculations were analyzed in order to reduce calculation times. The most successful methodology was based on AMR cell refinement to optimize the mesh and reduce significantly the computational costs. This approach was used to study the impact of applying a new generation thermal coating on the piston top of a Diesel engine. The results obtained indicated that this type of coating allows for some improvement in the thermal efficiency of the engine without affecting its performance.<br>The author wishes to acknowledge the financial support received through contract FPI-2018-S2-1205 of the Programa para la Formación de Personal investigador (FPI) 2018 of Universitat Politècnica de València. Parts of the work presented in this thesis have received funding from the European Union’s Horizon 2020 research and innovation programme undergrant agreement No 724084.The author wishes to thank IFPEN for their permission to use their single cylinder engine geometry and experimental results, as well as Saint Gobain Research Provence for providing the coating characteristics.The respondent wants to express its gratitude to CONVERGENT SCIENCE Inc. and Convergent Science GmbH for their kind support for performingthe CFD-CHT calculations using CONVERGE software<br>Escalona Cornejo, JE. (2021). Modelling of Heat Losses through Coated Cylinder Walls and their Impact on Engine Performance [Tesis doctoral]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/165244<br>TESIS
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Sjölinder, Emil. "Spray and Wall Film Modeling with Conjugate Heat Transfer in OpenFOAM." Thesis, Linköpings universitet, Mekanisk värmeteori och strömningslära, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-84487.

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This master thesis was provided by Scania AB. The objective of this thesis was to modify an application in the free Computational Fluid Dynamics software OpenFOAM to be able to handle spray and wall film modeling of a Urea Water Solution together with Conjugate Heat Transfer. The basic purpose is to widen the knowledge of the vaporization process of a Urea Water Solution in the exhaust gas after treatment system for a diesel engine by using OpenFOAM. First, urea has been modeled as a very viscous liquid at low temperature to mimic the solidication process of urea. Second, the development of the new application has been done. At last, test simulations of a simple test case are performed with the new application. The results are then compared with simplied hand calculations to verify a correct behavior of certain exposed source terms. The new application is working properly for the test case but to ensure the reliability, the results need to be compared with another Computational Fluid Dynamics software or more preferable, real experiments. For more advanced geometries, the continued development presented last in this thesis is highly recommended to follow.
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Books on the topic "CLT walls"

1

Heinlein, Robert A. The cat who walks through walls: A comedy of manners. G. P. Putnam's Sons, 1985.

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Heinlein, Robert A. The cat who walks through walls: A comedy of manners. Ace, 1988.

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Heinlein, Robert A. The cat who walks through walls: A comedy of manners. Berkley Books, 1986.

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Heinlein, Robert A. The cat who walks through walls: A comedy of manners. New English Library, 1986.

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Pathy, Dinanath. The painted icons: Wall paintings of the Sauras of South Orissa. Harman Pub. House, 1996.

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Dedications of monastic houses in England and Wales, 1066-1216. Boydell Press, 1989.

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Lawrence, Lesley Anne. CCT in leisure management: A study in England and Wales : interim report to the Sports Council and the Sports Council for Wales. Sports Council, 1994.

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Evans, John, 1942 Sept. 7-, ed. Clive Rowlands: Top cat. Mainstream Pub., 2002.

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Barela, Robert. The cat with the bat who hit the ball over the wall: The Andres Galarraga story. Barela Family Interprises, 1995.

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Centre, Aberystwyth Arts. The cat scratched little Johnny: Contemporary ceramics from Wales = A'r gath wedi sgrapo Joni bach : cerameg gyfoes o Gyrmu. Aberystwyth Arts Centre, 1999.

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Book chapters on the topic "CLT walls"

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Dires, Selamawit, Thomas Tannert, and Solomon Tesfamariam. "Energy-Based Seismic Design Method for Coupled CLT Shear Walls." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-73932-4_15.

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Azimova, Shakhnoza S., and Anna I. Glushenkova. "Artemisia brevifolia Wall. Cat." In Lipids, Lipophilic Components and Essential Oils from Plant Sources. Springer London, 2012. http://dx.doi.org/10.1007/978-0-85729-323-7_208.

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Carrascosa, Patricia, Carlos Capuñay, Carlos E. Sueldo, and Juan Mariano Baronio. "Uterine Wall Pathology." In CT Virtual Hysterosalpingography. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-07560-0_7.

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Daneman, Alan. "Chest Wall and Pleura." In Pediatric Body CT. Springer London, 1987. http://dx.doi.org/10.1007/978-1-4471-3137-3_6.

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Ripley, Beth A., Tatiana Kelil, Yolonda L. Colson, and Ritu R. Gill. "MDCT of the Chest Wall." In Multidetector-Row CT of the Thorax. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-30355-0_24.

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Carrascosa, Patricia, and Carlos Capuñay. "Pathology of the Uterine Wall." In Clinical Atlas of CT Virtual Hysterosalpingography. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-66207-3_5.

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Cyteval, Catherine. "Acute Disease of the Abdominal Wall." In CT of the Acute Abdomen. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/174_2010_91.

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Coeffic, D., E. Vuillemin, P. Chaumier, et al. "Malignant tumors of the chest wall." In CT and MRI in Oncology. Springer Berlin Heidelberg, 1998. http://dx.doi.org/10.1007/978-3-642-46842-1_21.

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Mayhew, Philipp D., and William Culp. "Trauma-Associated Body Wall and Torso Injury." In Manual of Trauma Management in the Dog and Cat. John Wiley & Sons, Ltd., 2013. http://dx.doi.org/10.1002/9781118785645.ch13.

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Verschakelen, J. A. "Spiral CT of the Chest: Diaphragm, Chest Wall, and Pleura." In Spiral CT of the Chest. Springer Berlin Heidelberg, 1996. http://dx.doi.org/10.1007/978-3-642-60349-5_14.

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Conference papers on the topic "CLT walls"

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Ruggeri, Elisabetta Maria, Giuseppe D'Arenzo, Marinella Fossetti, and Werner Seim. "INFLUENCE OF PERPENDICULAR WALLS ON THE LATERAL STIFFNESS OF CLT SHEAR WALLS." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8640.19287.

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Gu, Mengzhe, Weichiang Pang, and Scott Schiff. "Displacement Design Procedure for Cross Laminated Timber (CLT) Rocking Walls with Sacrificial Dampers." In Structures Congress 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.241.

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Branco, Jorge M., Filipe T. Matos, Paulo B. Lourenço, Thomas Demschner, and Patrício Rocha. "Lateral Tests on a Two-Story CLT House." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0969.

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&lt;p&gt;A two storey full-scale model of a CLT house, of 4.5 m x 9.1 m in-plane, with a height of 5.04 m, was tested under quasi-static monotonic (pushover). The main objectives were to investigate the 3-D system performance of a CLT structure subjected to lateral loads in terms of lateral strength and deformability capacity, global behaviour of the structure, frequency response of the structure, performance of connectors (mainly hold-downs and angle-brackets) and connections between CLT panels. Lateral loads have been applied on the storeys inducing torsion to the building. Loading procedure, number and disposition of connectors varied between tests.&lt;/p&gt;&lt;p&gt;With this campaign it is intended to obtain results on: i) load-deformation response of a 3-D CLT structure subjected to lateral loads; ii) global response of the structure, focusing on the performance of CLT slabs subjected to in-plane loads, performance of parallel and perpendicular walls, and response of the structure near openings; iii) failure mechanisms and on the performance of connections between CLT panels and connectors. The outcomes of the full-scale CLT house tests will be used for further analytical and numerical analyses to help implement the new generation of Eurocode 8.&lt;/p&gt;
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Pozza, Luca, Luca Benedetti, Valentina Tomei, Barbara Ferracuti, Maria Zucconi, and Claudio Mazzotti. "POST-TENSIONED LOW DAMAGE CLT WALLS WITH REPLACEABLE HYSTERETIC DEVICES – CONCEPT, EXPERIMENTAL AND NUMERICAL CHARACTERIZATION." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8641.19339.

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Gaudry, Laurent, Martial Chabloz, Darius Golchan, Julien Nembrini, and Matthias Schmid. "Ecological mass timber as an answer to affordable housing in Switzerland?" In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0621.

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&lt;p&gt;The lightness and thermal performances of timber has led designers to consider using it for urban densification and to make it the key for a more sustainable and affordable construction industry.&lt;/p&gt;&lt;p&gt;This project of a timber-framed high-rise building will become one of the tallest in Switzerland to adopt a wooden construction, using a mix of two types of manufactured wood: cross-laminated timber (CLT) for structural walls and glue-laminated timber (a.k.a. glulam) combined to an upper concrete layer linked with screws for the slabs. The use of timber sourced from local forest is considered by the engineers because its abundance in Switzerland.&lt;/p&gt;&lt;p&gt;The concrete layer is needed to reach a high level of acoustic performance and to efficiently create horizontal diaphragms for earthquake resistance. It also enables the reduction of the thickness of the complex. The lower wooden surfaces with warm natural appearance are visible from the rooms, as well as the vertical surfaces of the CLT wall supporting them.&lt;/p&gt;&lt;p&gt;The project reveals the complexity for timber structures to simultaneously comply with regulations concerning structural, fire safety, acoustical and earthquake-resistance performances. Building Information Modeling (BIM) allows excellent technical installations coordination to reach a high degree of prefabrication.&lt;/p&gt;
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El-Jummah, Abubakar M., Gordon E. Andrews, and John E. J. Staggs. "CHT/CFD Predictions of Impingement Cooling With Four Sided Flow Exit." In ASME Turbo Expo 2015: Turbine Technical Conference and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/gt2015-42256.

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Impingement/effusion cooling has no cross-flow in the impingement gap if all the coolant flow through the impingement wall passes through the effusion wall. In this investigation, the impingement part of the impingement/effusion cooling was investigated by minimising the cross-flow using a four sided exit impingement cooling geometry. The impingement geometry investigated was a square array of 10 by 10 impingement holes with a pitch to diameter, X/D, of 11, hole density, n, of 4306m−2, and gap to diameter ratio, Z/D, of 7.25 for coolant mass flux G of 0.2–1.1 kg/sm2bar. The impingement target and jet walls were modelled as Nimonic-75 as used in the experimental work used for validation of the computational methods. Conjugate heat transfer (CHT) computational fluid dynamics (CFD) was used with ANSYS Fluent code. The measured impingement target wall pressure loss ΔP/P% and target wall surface averaged heat transfer coefficient together with the heat transfer to the impingement jet wall were all predicted in agreement with the measurements, within the measured error bars. The predicted surface distributions of Nu and turbulent kinetic energy (TKE) were compared with predictions for impingement single sided exit flow and the impingement/effusion approach (target) walls. This showed that the reduced crossflow with the four sided exit gave higher surface averaged heat transfer. However, comparison with the impingement/effusion wall heat transfer, for the same impingement wall geometry, showed that the removal of coolant through the effusion wall reduced the recirculating flow in the impingement gap and this reduced the heat transfer to the impingement jet wall, but increased it to the target effusion wall.
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"Proceedings. The First International Conference on Artificial Intelligence on Wall Street (Cat. No.91TH0399-6)." In Proceedings First International Conference on Artificial Intelligence Applications on Wall Street. IEEE, 1991. http://dx.doi.org/10.1109/aiaws.1991.236582.

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Yang, Juekuan, Scott W. Waltermire, Yang Yang, Deyu Li, and Yunfei Chen. "Contact Thermal Resistance Between Individual Multi-Wall Carbon Nanotubes." In ASME/JSME 2011 8th Thermal Engineering Joint Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/ajtec2011-44320.

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Carbon nanotubes (CNTs), because of their superior mechanical, electrical, and thermal properties and possible low-cost, large volume production, have been projected as promising nanostructure additives in polymer composites to achieve tunable and enhanced materials properties. Transport properties of CNT-polymer composites have been widely studied over the past decade and it is well-accepted that when the added CNTs exceed the percolation limit, the electrical conductivity of CNT-polymer composites can usually increase by several orders of magnitude. However, thermal conductivity measurements present mixed results and even for positive results, the enhancement is much lower than that expected from traditional theories. For example, Biercuk et al. [1] demonstrated that 1 wt% of single-wall CNTs (SWCNTs) in industrial epoxy could increase the thermal conductivity by 125% at room temperature, three-times higher than that from 1 wt% loading of carbon nanofibers. However, similar studies [2] showed that thermal conductivity only increased marginally for multi-wall CNT (MWCNT)-epoxy composites and more surprisingly, the thermal conductivity for SWCNT-epoxy composites was even lower than that of pure epoxy.
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Yang, Juekuan, Scott W. Waltermire, Yang Yang, Deyu Li, and Yunfei Chen. "Measurements of the Intrinsic Thermal Conductivity of Individual Multi-Wall Carbon Nanotubes." In ASME/JSME 2011 8th Thermal Engineering Joint Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/ajtec2011-44340.

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Thermal transport through carbon nanotubes (CNTs) attracted a lot of attention over the past decade. Several experimental studies have been carried out to determine the thermal conductivities of CNTs [1–3]. However, the measurements are based on an individual CNT sample between two suspended membranes and the results actually include both the intrinsic thermal resistance of the CNT and the contact thermal resistance between the CNT and the two suspended membranes that serve as a heat source and a heat sink. Hence, the effective thermal conductivity extracted from these measurements should be lower than the intrinsic thermal conductivities of the CNTs measured. To minimize the contact thermal resistance, electron beam induce deposition (EBID) of different metals has been used to increase the contact area between the CNT and the heat source and sink [3,4]. However, it is still not clear how effective this treatment is and to what level the effective thermal conductivity obtained after the EBID treatment reflects the intrinsic one.
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Abbassi, Hassen. "CONTROL OF CONVECTIVE HEAT TRANSFER BETWEEN TWO WALLS." In Proceedings of CHT-08 ICHMT International Symposium on Advances in Computational Heat Transfer. Begellhouse, 2008. http://dx.doi.org/10.1615/ichmt.2008.cht.1580.

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Reports on the topic "CLT walls"

1

Smith, Aaron. Test Setup Design and Cyclic Evaluation of Rocking CLT Wall and Floor Restoring Force Lateral System. Portland State University, 2019. http://dx.doi.org/10.15760/ccemp.46.

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EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF INNOVATIVE MULTI-CELLULAR CFT-WALLS WITH TIE-BOLTS. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.1.5.

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