Relevant bibliographies by topics / Panel construction

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Panel construction'

Author: Grafiati
Published: 4 June 2021
Last updated: 7 February 2022

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Journal articles on the topic "Panel construction"

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Ducharme, Robert. "Acoustic construction panel." Journal of the Acoustical Society of America 93, no. 1 (January 1993): 591. http://dx.doi.org/10.1121/1.405568.

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Nikolaev, V. N., V. F. Stepanova, and A. V. Mikhailova. "Innovative Energy-Saving Sandwich-Panels for Industrial Construction." Stroitel'nye Materialy 787, no. 12 (2020): 47–51. http://dx.doi.org/10.31659/0585-430x-2020-787-12-47-51.

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Today, large-panel housing construction occupies a leading position, both in terms of construction speed and sales, which contributes to an increase in the volume of precast concrete housing construction. Outdated series of large-panel houses do not meet modern requirements. Old faceless panel houses are gradually replaced by beautiful housing complexes with different types of facades. At present, in the technology of construction of panel houses from sandwich-panels, the relevant trend is to reduce the standard thickness of the facade layer of a three-layer sandwich-panel (GOST 31310–2015 “ Three-Layer Reinforced Concrete Wall Panels with Effective Insulation. General Technical Conditions”) from 70 mm to 40 mm or less. Panel houses require a reduction in metal consumption, material consumption and improvement of thermal characteristics. This requires the development and implementation of new materials. The use of such construction products made of composite materials as diagonal flexible composite connections, flexible mounting loops and composite reinforcement mesh will make it possible to reduce the thickness of the protective layer of concrete without compromising the stability of the structure under the influence of the external environment due to the high corrosion resistance of the composite, reduce the weight of the panel, reduce the cost of manufacturing a unit of panel, increase the energy efficiency of the panel, ensure long-term strength of enclosing structures – create an innovative energy-efficient reinforced concrete sandwich panel of the XXI century.
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Resnais, Peteris, Aldis Grekis, Matiss Keivs, and Baiba Gaujena. "Possibilities of Useful Use of Glued Wooden Construction Residues." Materials 14, no. 15 (July 23, 2021): 4106. http://dx.doi.org/10.3390/ma14154106.

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People have erected buildings with the use of timber structures for a long time. The uses of timber constructions are very diverse—it is used for the production of exterior wall and roof constructions, window frames and doors, and it is used for dry as well as wet premises. Scandinavian countries have extremely vast experience of using timber structures. Latvia has a rather extensive timber processing and timber structure manufacturing sector. Many companies are involved in timber processing, however, to enable even more extensive use of timber structures, environmental and technically economic requirements of contemporary building must be taken into consideration. Environmental requirements for timber structures provide certain advantages in comparison to other building materials, but technically economic requirements are very important as well. The development of manufacturing of glued constructions and research of production processes of these constructions allows one to find solutions for the reduction in the cost of timber structures, and the results of such research can ensure significant development of the use of timber structures in building, as well as reduce total construction costs. The basic objective of the study is to investigate the residual materials arising as a result of processing cross-laminated timber constructions (CLT panels), material generated as a result of high levels of construction production, and research of the opportunities to reprocess the residual materials generated as a result of laminated timber structure manufacturing into materials suitable for production of building constructions. The majority of CLT panels are manufactured using 20, 30 and 40 mm thick boards, and, during the panel manufacturing process, there are various standard thicknesses of panels, for example, 60, 80, 100, 120, 140, 160 mm, etc. Various layers are used for the creation of various thicknesses depending on the necessary technical properties. Various arrangements of the thickness of a single panel will cause different structural and physical behaviour (i.e., impact of changes in moisture, fire resistance, etc.). During the research and for the purposes of testing of CLT panels, only residues with equal types and thicknesses of lamellae were selected. Two main purposes were included in the panel testing process: (1) Comparison of technical performance of the residues of CLT panels with the classic CLT panel. Curve strength and tensile strength tests were performed in accordance with LVS EN standards (LVS EN 16351: 2016 and LVS EN 408 + A1: 2012). All the samples were prepared according to the LVS EN standards. (2) To assess the impact of two resins (melamine urea formaldehyde (MUF) and polyurethane (PU)), widely used in industry, on structural properties of recycled CLT material. Results of the research show that recycling residues of glued wooden constructions may lead to good results, and manufacturing residues of CLT panels may be successfully used in construction and for the reduction in CLT panel manufacturing costs.
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NIKOLAEV, S. V. "Innovative Replacement of Large-Panel Housing Construction by Panel-Monolithic Housing Construction (PMHC)." Zhilishchnoe Stroitel'stvo, no. 3 (2019): 3–10. http://dx.doi.org/10.31659/0044-4472-2019-3-3-10.

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Zhang, Sigong, Ying Hei Chui, and David Joo. "Lateral Load Performance of Panelized Wood I-Joist Floor Systems." Forest Products Journal 70, no. 4 (November 1, 2020): 428–38. http://dx.doi.org/10.13073/fpj-d-20-00029.

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Abstract Panelized light wood frame construction is becoming more popular due to the faster construction time and shortage of onsite skilled labor. To use light wood frame panels effectively in panelized floor systems, panel-to-panel joints must be fastened adequately to allow load transfer between panels. They must also possess in-plane shear strength and stiffness comparable to stick-built, staggered-sheathed assemblies. This study was designed to develop efficient and effective panel-to-panel joints for connecting adjacent floor panels built with wood I-joists and evaluate the efficiency of the joints in achieving diaphragm action. At first, a number of these panel-to-panel joints were tested in the laboratory using a small-scale diaphragm test setup to determine their efficiency in transferring in-plane forces between panels. Test results showed that a small decrease in in-plane stiffness was expected for the most effective joints, but their strengths were significantly higher than at the same location in a conventional site-built floor diaphragm. The presence of blockings and use of two-row nailing were found to considerably improve stiffness and strength. These features can be used to mitigate the potential reduction in mechanical performance of panelized floor construction, in comparison with the site-built wood I-joist floor.
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Hejl, M. "Construction of modular green roof panel." IOP Conference Series: Materials Science and Engineering 867 (October 9, 2020): 012009. http://dx.doi.org/10.1088/1757-899x/867/1/012009.

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Effendi, Zulfan, Abdullah Abdullah, and Mochammad Afifuddin. "PERILAKU DAN ANALISA KEKUATAN PANEL PRACETAK FERROFOAM CONCRETE YANG DIBEBANI LENTUR STUDI KASUS : PANEL PRACETAK BERBENTUK U (LU)." Jurnal Teknik Sipil 1, no. 4 (February 28, 2018): 895–902. http://dx.doi.org/10.24815/jts.v1i4.10050.

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Abstract: The construction industry still depends on conventional construction methods. The concept of conventional construction must start to look for alternatives. One of them is by using precast panels. Construction precast panels typically use normal concrete, concrete weaknesses of normal weight is too heavy. The use of lightweight concrete in precast construction can solve the problem. One type of lightweight concrete used is lightweight foam concrete. The use of lightweight foam concrete in construction of precast panels facilitate the progress in the field, able to be appointed by the workforce. The aim of research to determine the behavior and capacity analysis ferrofoam precast concrete panels loaded U-shaped bending. This experiment is testing the U-shaped bending (LU) lightweight foam concrete. Dimensions of the test specimen with a length of 2200 mm, width 600 mm and 500 mm, height 120 mm and 80 mm, 30 mm thick. Concrete mix design based on the density is 1600 kg/m3 with FAS 0.4 and 21 MPa quality plan. The results showed that the maximum capacity of panel LU 600-120 1.34 tf at 26.81 mm deflection, LU 600-80 at 0.79 tf at 46.85 mm deflection, LU 500-80 on a deflection of 0.69 tf 39 , 82 mm. Model panel collapse LU LU 600-120 and 600-80 is shear failure, but for LU 500-80 flexural failure. Ductility panel LU 600-80 only 87% of ductility LU 600-120 is a panel with high variation. Ductility panel with wide variations LU panel 500-80 88% biggest than the LU 600-80. Abstrak: Industri konstruksi masih tergantung dengan metode konstruksi konvensional. Konsep konstruksi konvensional harus mulai dicarikan alternatif pengganti. Salah satunya adalah dengan menggunakan metode panel pracetak. Konstruksi panel pracetak biasanya menggunakan beton normal, kelemahan beton normal bobot terlalu berat. Penggunaan beton ringan pada konstruksi pracetak dapat menyelesaikan permasalahan tersebut. Salah satu jenis beton ringan yang digunakan adalah beton ringan busa. Penggunaan beton ringan busa pada konstruksi panel pracetak memudahkan dalam pengerjaan dilapangan, mampu diangkat oleh tenaga kerja. Tujuan penelitian untuk mengetahui perilaku dan analisa kapasitas panel pracetak ferrofoam concrete berbentuk U yang dibebani lentur. Pengujian yang dilakukan adalah pengujian lentur berbentuk U (LU) beton ringan busa. Dimensi benda uji dengan panjang 2200 mm, lebar 600 mm dan 500 mm, tinggi 120 mm dan 80 mm, tebal 30 mm. Mix design beton berdasarkan berat jenis yaitu 1,6 dengan FAS 0,4 dan mutu rencana 21 MPa. Hasil penelitian adalah kapasitas maksimum panel LU 600-120 sesebar 1,34 tf pada lendutan 26,81 mm, LU 600-80 sebesar 0,79 tf pada lendutan 46,85 mm, LU 500-80 sebesar 0,69 tf pada lendutan 39,82 mm. Model keruntuhan panel LU 600-120 dan LU 600-80 adalah keruntuhan geser, namun untuk LU 500-80 keruntuhan lentur. Daktilitas panel LU 600-80 hanya 87% dari daktilitas LU 600-120 merupakan panel dengan variasi tinggi. Daktilitas panel dengan variasi lebar panel LU 500-80 lebih besar 88% dibanding LU 600-80.
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Ibragimov, Ruslan, Marat Badrutdinov, Natalya Pugacheva, Svetlana Kashina, and Reda Farah. "Optimization of construction time regulations for large-panel residential buildings." E3S Web of Conferences 274 (2021): 06005. http://dx.doi.org/10.1051/e3sconf/202127406005.

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The need to modernize residential construction technologies is an imperative for reducing labour, material, technical, fuel and energy resources. The purpose of the study is to optimize the construction time regulations for the large-panel residential buildings by synchronizing construction flows. The methodological basis contains the principles of climatic zoning for building construction and technical regulation, affecting the particular features of architectural design and the construction schedule. A technique for the combination of maximum allowable types of work under continuous construction arrangement has been developed and coefficient of combination of different types of work for construction flows synchronization has been determined. The practical significance of the study is to improve the process of exterior wall panels installation, provided that an integrated regulation model based on the Spider Project software package is used. The social significance of the study is to make the reduction of the construction time and saving resources possible. The originality of the study is that the combining of different work types during the installation of exterior wall panels of a large-panel residential building has been justified. The need for creation of regional regulations for the construction time has been proved.
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Omarov, Zhumabek, Gulnara Zhukenova, Leonid Bulyga, and Murat Beisembaev. "Prospects for the use of sandwich panels in the construction industry of Kazakhstan." E3S Web of Conferences 263 (2021): 01020. http://dx.doi.org/10.1051/e3sconf/202126301020.

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One of the main priorities for the implementation of the tasks set in the Address of the Head of State Nursultan Nazarbayev to the people of Kazakhstan “Kazakhstan’s way - 2050: common goal, common interests, common future” is the transition of traditional industries of Kazakhstan to the production of high value added products. Structural insulated panel (SIP) in common people is a sandwich panel. Aside from the architectural and aesthetic requirements for building projects, sandwich panels could be called the ideal building material. The shell of sandwich panels is made with a good and reliable anti-corrosion coating, the insulation material has a low thermal conductivity, minimal moisture absorption, sufficient mechanical strength, and high durability. And the sandwich panel itself is resistant to harmful ultraviolet radiation, atmospheric and mechanical influences. In addition, any communications are easily laid through sandwich panels: drilling or cutting this structure is much easier than reinforced concrete panels.
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Wang, Dongmei, Ziyou Bai, and Qianghua Liao. "3D Energy Absorption Diagram Construction of Paper Honeycomb Sandwich Panel." Shock and Vibration 2018 (2018): 1–6. http://dx.doi.org/10.1155/2018/4067062.

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Paper honeycomb sandwich panel is an environment-sensitive material. Its cushioning property is closely related to its structural factors, the temperature and humidity, random shocks, and vibration events in the logistics environment. In order to visually characterize the cushioning property of paper honeycomb sandwich panel in different logistics conditions, the energy absorption equation of per unit volume of paper honeycomb sandwich panel was constructed by piecewise function. The three-dimensional (3D) energy absorption diagram of paper honeycomb sandwich panel was constructed by connecting the inflexion of energy absorption curve. It takes into account the temperature, humidity, strain rate, and characteristics of the honeycomb structure. On the one hand, this diagram breaks through the limitation of the static compression curve of paper honeycomb sandwich panel, which depends on the test specimen and is applicable only to the standard condition. On the other hand, it breaks through the limitation of the conventional 2D energy absorption diagram which has less information. Elastic modulus was used to normalize the plateau stress and energy absorption per unit volume. This makes the 3D energy absorption diagram universal for different material sandwich panels. It provides a new theoretical basis for packaging optimized design.
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Dissertations / Theses on the topic "Panel construction"

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Linder, Rickard, and Lars Lagerholm. "Embedded Instrument Panel for Construction Equipment." Thesis, Mälardalens högskola, Akademin för innovation, design och teknik, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-14820.

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Construction equipment such as wheel loaders and dumpers are constantly getting updated with new technology when it comes to performance and fuel consumption. But the interior in the cockpit has not been exposed to any dramatic changes for decades. A modernized cockpit gives the driver a more modern feel of driving a highly technological machine, while at the same time enables for personalization. This thesis work presents a new way of improving the look and feel for displaying relevant information and also relaying information to both the driver of the machine and spectators outside. It includes a way of rerouting CAN-bus signals from a construction machine and displaying it on a tablet. The core idea with the solution is to make it as modular as possible to further improve and be able to use it in any machine available at Volvo's disposal. With this in mind, any machine could use the same software, the same hardware and still be able to fully utilize all the features that have been implemented from the thesis work. The idea and implementational results are designed as partly embedded and partly towards user interface.
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Pfeiffer, Lars. "Durability assessment of sandwich panel construction." Thesis, University of Surrey, 2005. http://epubs.surrey.ac.uk/842788/.

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The aim of this research is to establish a testing scenario, allowing an evaluation of the durability for sandwich panels. In the context of this research, sandwich panels are thin, metal-faced, three-layer panels with rigid core materials. A literature review has been carried out, highlighting the fact that, up to now, only limited research in the area of sandwich durability has been conducted. The research carried out up to date tried to distinguish between suitable and unsuitable materials for sandwich applications. This report tries to take a more accurate, quantity-driven approach, which includes the consequences of material property deterioration on design procedures. In a first introduction, the principle mechanical behaviour of sandwich structures together with the specific failure modes is presented. Different typical components and their basic properties are described. An introduction to the current state of the art with reference to the actual standards and regulations is given. Different aspects of durability impacts are shown. The shortcomings of durability evaluation in the current state of the art are presented and a plan of action to overcome the shortcomings is given. This includes the development of a mathematical model, connecting tensile strength perpendicular to the faces with wrinkling strength. For polyurethane core panels, chemical reactions based on auto-oxidation under the presence of oxygen and diffusion models for oxygen into polymer matrixes are presented. An artificial ageing scenario is derived. Measurements from internal climates in mineral wool panels are combined with an existing ageing model. On the base of the obtained results, the ageing models presented in prEN 14509, the European standard for sandwich panels, are discussed. Finally, a complete testing and evaluation scenario, accessing sandwich durability, is proposed.
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Dahlqvist, Mattias, and Tommy Nilsson-Hedman. "Self-Aligning Solar Panel : Construction of a self-aligning platform for solar panels." Thesis, KTH, Maskinkonstruktion (Inst.), 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-184501.

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The purpose of this project is to create a self-aligning platform for solar panels for better utilization of the renewable solar energy source that is available. The difference between present self-aligning solutions and the proposed one is its two repositioning modes to find the optimal position which implies higher efficiency in terms of harnessing the solar energy. The movement is based on two axes rotation. The objective is to compare the final prototype with a stationary support structure, which will demonstrate an improved efficiency with the self-aligning platform. The achieved results demonstrate a slight improvement in efficiency. This report has the purpose to explain how the construction work during the project has been done and, at the same time, the result of a Bachelor’s degree project in Mechatronics at The Royal Institute of Technology.
Syftet med detta projekt är att skapa en självjusterande plattform för solpaneler som bättre utnyttjar den förnyelsebara solenergi som finns tillgänglig. Skillnaden mot nuvarande självjusterande lösningar är dess två positioneringsfaser för att finna den optimala positioneringen vilket resulterar i en högre verkningsgrad. Positioneringen är baserad på två axlig rotation. Avsikten är att jämföra den slutgiltiga prototypen med en stationär konstruktion vilket kommer att påvisa en ökad effektivitet med den självjusterande konstruktionen. Resultatet som har uppnåtts demonstrerar en marginell förbättring i verkningsgrad. Den här rapporten har som avsikt att avhandla hur konstruktionsarbetet har utförts under projektetarbetet och är på samma gång resultatet av ett kandidatexamensarbete inom mekatronik vid Kungliga Tekniska Högskolan.
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Phan, Catherine Ninh. "The extended high-order sandwich panel theory." Diss., Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/43578.

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A new high order theory, referred to as the Extended High-Order Sandwich Panel Theory (EHSAPT), was formulated for orthotropic sandwich beams/wide panels with a general layout. This new theory accounts for the axial, transverse normal, and shear rigidity of the core. Validation of the present theory was performed for several structural analysis problems including: static loading, static instability (global buckling and wrinkling), free vibrations (natural frequencies), and dynamic loading (blast and impact). The accuracy of the theory was assessed by comparison with elasticity solutions and with experiment. It is shown that this new theory has superior accuracy over other available computational models, especially for sandwich beams/wide panel configurations with stiffer cores.
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Hu, Bo. "Bio-based composite sandwich panel for residential construction." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file 5.24 Mb., 265 p, 2006. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&res_dat=xri:pqdiss&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&rft_dat=xri:pqdiss:3221055.

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Guo, Cheng. "Panel Stacking and Worker Assignment Problems in Residential Construction Using Prefabricated Panels: A Lean Approach." Diss., Virginia Tech, 2010. http://hdl.handle.net/10919/77092.

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A current trend in residential construction is the use of prefabricated wall panels. It is important to carefully establish how panels will be stacked, because an optimal sequence will improve productivity and reduce the possibility of worker injury. Mathematical models and heuristics are proposed for solving the panel stacking problem without consideration of interference. Dissertation work includes a mathematical model of the corresponding panel stacking problems in which the goal is to minimize total weighted panel move distance concurrent with certain construction assumptions. The heuristic method was provided to establish how each panel would be stacked and gave the drop-off location of each stack. The heuristic method was found to be able to reduce the total weighted panel move distance and ensure connectivity was always maintained, meanwhile, interference could also be avoided. In terms of solution speed, the heuristic method can solve real size problems in less than one second. Solutions to such problems can increase productivity. Three improvements to the only known existing panel stacking algorithm with consideration of interference were proposed. The computational results indicate the proposed algorithm performed better than existing algorithm in all experimental cases. Improvement on panel move distance ranged from 1.35-47.93%, and improvement on interfering panels ranged from 20-100%. The proposed algorithm can solve non-rectangular cases (not possible with existing algorithm) and was compared with an experienced panel designer and commercial software. When compared to the proposed algorithm, total weighted panel move distance increased 0.10-85.52% and 0.77-136.23%, respectively, for the panel designer and software. While connectivity was 100% for all cases with the proposed algorithm (the algorithm ensures connectivity is always maintained), it ranged from 69.56-86.95% and 73.33-90.91%, however, for the panel designer and software respectively. Finally, the proposed algorithm can solve the interfering panels in the last stack: this cannot be done with the existing algorithm. Because prefabricated wall panels are typically large and cumbersome to work with, there is a significant probability of worker injury. It is important to carefully establish how each panel will be handled by workers. This is typically the responsibility of field construction foreman, but such personnel are often ill-equipped to make such decisions. An alternative, proactive approach is to establish how each panel will be handled in advance, such that overall ergonomic consequences can be properly considered. This dissertation presents mathematical models of the corresponding construction task scheduling and worker assignment problems, where the goal is to minimize total project completion time (subject to worker quantity constraints) and assign tasks to workers as evenly as possible. The solution of such problems can help residential construction managers better plan construction by establishing the ergonomic impact associated with a given construction plan. A heuristic was also developed to solve large problems by balancing workload between workers. The heuristic was found to be able to provide near-optimal solutions, and can solve large problems in less than one second.
Ph. D.
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Lim, Chim Chai. "Analysis, design, and construction of tilt-up wall panel." Thesis, Virginia Tech, 1987. http://hdl.handle.net/10919/45801.

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The idea of tilt-up construction started in America in the early I900’s. In the beginning, this technique was mainly used on structures such as industrial warehouses and factories. However, recent developments and improvements in tilt-up construction technique and accessories have enabled this building method to be applied to many architecturally appealing offices and residential structures. There are many details the design-build team must consider to ensure the success of a tilt-up project. The floor slab must be designed for panel casting and to withstand the loading of the mobile crane which will be used to lift the panel. The crane capacity affects the panel size and weight. Proper curing and bondbreaker application are very important to reduce bonding and to ensure clear cleavage between concrete surfaces. Changing rigging configuration consumes expensive crane time and must be reduced to minimum possible. The availability of ground-release quick connect/disconnect tilt—up hardware improves workers safety and speeds up the erection process substantially. Although the stress analysis of simple wall panels during erection can be done by hand, panels with more complicated geometry or with openings, are more efficiently analysed with a computer. Many manufacturers have technical services to help in the design of insert layout so that the concrete will not be over stressed when the panel is tilted into position. After the panel is plumbed, it is braced temporarily before the final connection is made. For in-place loading there are now design aids available which ease the design process. When properly designed and built, tilt—up has proved to be a fast, efficient, and economical building construction technique.
Master of Science
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Sullivan, Sean Robert. "Construction and Behavior of Precast Bridge Deck Panel Systems." Diss., Virginia Tech, 2007. http://hdl.handle.net/10919/27479.

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A bridge with precast bridge deck panels was built at the Virginia Tech Structures Laboratory to examine constructability issues, creep and shrinkage behavior, and strength and fatigue performance of transverse joints, different types of shear connectors, and different shear pocket spacings. The bridge consisted of two AASHTO type II girders, 40 ft long and simply supported, and five precast bridge deck panels. Two of the transverse joints were epoxied male-female joints and the other two transverse joints were grouted female-female joints. Two different pocket spacings were studied: 4 ft pocket spacing and 2 ft pocket spacing. Two different shear connector types were studied: hooked reinforcing bars and a new shear stud detail that can be used with concrete girders. The construction process was well documented. The change in strain in the girders and deck was examined and compared to a finite element model to examine the effects of differential creep and shrinkage. After the finite element model verification study, the model was used to predict the long term stresses in the deck and determine if the initial level of post-tensioning was adequate to keep the transverse joints in compression throughout the estimated service life of the bridge. Cyclic loading tests and shear and flexural strength tests were performed to examine performance of the different pocket spacings, shear connector types and transverse joint configurations. A finite element study examined the accuracy of the AASHTO LRFD shear friction equation for the design of the horizontal shear connectors. The initial level of post-tensioning in the bridge was adequate to keep the transverse joints in compression throughout the service life of the bridge. Both types of pocket spacings and shear connectors performed exceptionally well. The AASHTO LRFD shear friction equation was shown to be applicable to deck panel systems and was conservative for determining the number of shear connectors required in each pocket. A recommended design and detailing procedure was provided for the shear connectors and shear pockets.
Ph. D.
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Hultmar, Oscar, Johan Paulsson, and Jonathan Sundell. "Mechanical design and construction of solar panel experiment in stratospheric conditions." Thesis, Uppsala universitet, Institutionen för teknikvetenskaper, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-356131.

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This project will be a part of the LODESTAR experiment. LODESTAR is one of the experiments scheduled to fly on the REXUS/BEXUS 26 high altitude balloon flight. The primary objective of the experiment is to investigate the effects of cosmic radiation on CIGS solar cells. The objective of this project is to build a mechanical design that can fulfill all requirements set by the ESA user manual. The mechanical design will first be drawn in mechanical CAD, where the drawing will be constructed from the ESA requirements. Later the design will be simulated in order to choose appropriate materials and a design that can withstand all simulations. Lastly the design will be built according to the drawings and tested according to the simulations. The mechanical design withstood all the simulations and verification tests with no visual deformation, except for the simulation and verification of the drop test. Both the drop simulation and verification test resulted in deformation in one of the aluminium plates. Since this mechanical design is constructed to be used only once, small deformations is within the margin of error. The deformation resulted by the simulation and verification of the drop test matched with a high precision. This is a good confirmation of the results of the drop test. In conclusion, the executed tests gave very promising results. Therefor the design constructed fits all the requirements to travel with solar panels in stratospheric conditions.
LODESTAR -BEXUS Project
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Walcott, Taro A. "Design Exploration of Atlanta Apparatus Instrument Panel." Thesis, Georgia Institute of Technology, 2005. http://hdl.handle.net/1853/6963.

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The fire department depends on the fire apparatus to support the many roles firefighters fulfill in the community. The instrument panel of the fire apparatus is the primary man-machine interface for controlling the vehicle. The instrument panel contains many gauges and controls for the numerous features of the apparatus. This research reflects the investigation of how the fire apparatus instrument panel is used by the Atlanta Fire Department. Research involves an immersive study observing the Atlanta firefighters. Surveys and a design critique were developed to obtained firefighter feedback. A comparison of similar tasks was completed to Based on the feedback from fire apparatus drivers and captains design concepts were developed. Concepts are desiged to help the driver and the captain of the apparatus.
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Books on the topic "Panel construction"

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Irish, Council for Science Technology and Innovation Construction and Infrastructure Panel. Construction and infrastructure: Report from the Construction and Infrastructure Panel. Dublin: Forfás, 1999.

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Lee, Seungyeol. Glazed Panel Construction with Human-Robot Cooperation. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-1418-6.

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Glazed panel construction with human-robot cooperation. New York: Springer, 2011.

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Build your own solar panel. Wheelock, VT: Wheelock Mountain Publications, 2000.

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Plate and panel structures of isotropic, composite and piezoelectric materials, including sandwich construction. Dordrecht: Springer, 2005.

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James, Bethel, Broene Pamela, and United States. Agency for Health Care Policy and Research, eds. Construction of weights for the 1996 Medical Expenditure Panel Survey nursing home component. Rockville, MD: U.S. Dept. of Health and Human Services, Public Health Service, Agency for Health Care Policy and Research, 1999.

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Vinson, Jack R. Plate and Panel Structures of Isotropic, Composite and Piezoelectric Materials, Including Sandwich Construction. Dordrecht: Springer Netherlands, 2005. http://dx.doi.org/10.1007/1-4020-3111-4.

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Zanten, Mieke M. van. Orgelluiken: Traditie en iconografie : de Nederlandse beschilderde orgelluiken in Europees perspectief. Zutphen: Walburg Pers, 1999.

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Build your own solar panel: Generate electricity from the sun. Wheelock, VT: Wheelock Mountain Publications, 2006.

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Kianoush, Mohammed Reza. Inelastic seismic response of precast concrete large panel coupled shear wall systems. [Regina]: Dept. of Civil Engineering, University of Alberta, 1986.

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Book chapters on the topic "Panel construction"

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Li, Rita Yi Man. "Dynamic Panel Study of Building Accidents." In Construction Safety Informatics, 41–52. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-5761-9_4.

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Lee, Seungyeol. "Glazed Ceiling Panel Construction Robot." In Glazed Panel Construction with Human-Robot Cooperation, 47–64. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-1418-6_5.

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Lee, Seungyeol. "Prototype for Glazed Panel Construction Robot." In Glazed Panel Construction with Human-Robot Cooperation, 31–45. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-1418-6_4.

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Lee, Seungyeol. "Introduction." In Glazed Panel Construction with Human-Robot Cooperation, 1–5. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-1418-6_1.

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Lee, Seungyeol. "Control Algorithm for Human–Robot Cooperation." In Glazed Panel Construction with Human-Robot Cooperation, 7–22. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-1418-6_2.

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Lee, Seungyeol. "Conceptual Design of Human–Robot Cooperative System." In Glazed Panel Construction with Human-Robot Cooperation, 23–29. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-1418-6_3.

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Lee, Seungyeol. "Conclusion and Future Works." In Glazed Panel Construction with Human-Robot Cooperation, 65–67. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-1418-6_6.

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Bercovici, Sivan, Dan Geiger, Liran Shlush, Karl Skorecki, and Alan Templeton. "Panel Construction for Mapping in Admixed Populations Via Expected Mutual Information." In Lecture Notes in Computer Science, 435–49. Berlin, Heidelberg: Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-78839-3_39.

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Vinson, Jack R. "Governing Equations for Plates and Panels of Sandwich Construction." In Plate and Panel Structures of Isotropic, Composite and Piezoelectric Materials, Including Sandwich Construction, 295–303. Dordrecht: Springer Netherlands, 2005. http://dx.doi.org/10.1007/1-4020-3111-4_15.

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Jaskot, Krzysztof, Marcin Sroka, and Aleksander M. Nawrat. "The Prototype of an Unmanned Underwater Vehicle – Mechanical Construction, the Operator Panel." In Innovative Control Systems for Tracked Vehicle Platforms, 259–79. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-04624-2_16.

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Conference papers on the topic "Panel construction"

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Yang, Y. P., H. Castner, R. Dull, J. Dydo, T. D. Huang, D. Fanguy, V. Dlugokecki, and L. Hepinstall. "Complex-Panel Weld Shrinkage Data Model for Neat Construction Ship Design Engineering." In SNAME Maritime Convention. SNAME, 2012. http://dx.doi.org/10.5957/smc-2012-p07.

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Weld shrinkage data models were developed for thin uniform and complex ship-panels to predict in-plane shrinkage. The complex features in the thin panels include cutouts, inserts, multiple thicknesses, and non-rectangular shaped panels. By analyzing the measured data, it was found that there was no clear indication that a cutout affected the overall panel in-plane shrinkage although it induced more out-of-plane distortion. It was observed that the inserts induced additional butt joint across-weld and along-weld shrinkage and did not affect the fillet-weld shrinkage. The weld shrinkage data models were embedded in Microsoft Excel spreadsheets for ease of use. The spreadsheets permit the user to input the panel design parameters including material type, plate thickness, stiffener shape, spacing, and length, and overall panel dimensions, as well as complex-panel features that include inserts, multiple plate thicknesses, and non-rectangular-shaped panels. The user can also provides fabrication details, such as the welding process, weld sizes, welding parameters, and the use of fixtures.
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Ibanez-Guzman, Javier, Brian Atkin, and Peter Atkinson. "Simulation of a Panel Positioning Robot." In 9th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1992. http://dx.doi.org/10.22260/isarc1992/0055.

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Bock, Thomas, Alexej Bulgakow, Dimitry Parshin, and Sergej Tkachev. "Robotic Mounting System for Large-Panel Building." In 21st International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2004. http://dx.doi.org/10.22260/isarc2004/0056.

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Al-Zubaydi, Ahmed Y. Taha, John Dartnall, and Annette Dowd. "Design, Construction and Calibration of an Instrument for Measuring the Production of Chilled Water by the Combined Effects of Evaporation and Night Sky Radiation." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-85645.

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This paper presents the design and mathematical modeling of thermal radiator panels to be used primarily to measure night sky radiation from dry and wet coated surfaces. Three panels may be used in conjunction as a combined measuring system. One panel consists of an upper dry surface coated aluminum sheet laminated to an ethylene vinyl acetate foam backing block having a pattern of parallel flow water channels and header channels milled into its mating surface prior to lamination to the aluminum sheet. This configuration provides a fin and channel radiator instrument whereby circulating water may be used to measure the heat loss from this panel to night sky radiation. In a second configuration, the surface of a panel without buried water channels but otherwise identical may be wetted in order to study and compare the night sky radiation from its wet surface. In this case, the measuring water is circulated over the upper face of this panel. In a third configuration, water is sprayed onto the surface of the second panel (or a similar panel) so that an evaporative cooling effect is gained in addition to the radiation effect. Initial TRNSYS simulations for the performance of all three configurations are presented and it is planned to use the panels as calibrated instruments for discriminating between the cooling effects of night sky radiation and evaporation.
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Luo, Ming, Hongqin Fan, and Guiwen Liu. "Comparative analysis of regional labor cost variations in China’s construction industry: Panel data modeling and analysis." In Creative Construction Conference 2018. Budapest University of Technology and Economics, 2018. http://dx.doi.org/10.3311/ccc2018-049.

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Syafriyudin, Syafriyudin. "Characteristic Solar Tree Construction on Solar Panel Power Plant." In Proceedings of the International Conference on Science and Technology (ICST 2018). Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/icst-18.2018.108.

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Chen, Liuliang, Weiwei Guo, Zeyu Liu, Zenghui Zhang, and Wenxian Yu. "Photovoltaic Panel Construction Change Monitoring Based on LSTM Models." In IGARSS 2020 - 2020 IEEE International Geoscience and Remote Sensing Symposium. IEEE, 2020. http://dx.doi.org/10.1109/igarss39084.2020.9323791.

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Kennedy, S. J., A. Martino, M. A. Brooking, Y. Heo, M. S. Kim, and H. Ocakli. "Development of Design Equations for Steel Sandwich Panel Construction." In Marine & Offshore Composites. RINA, 2010. http://dx.doi.org/10.3940/rina.moc10cd.2010.06.

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Tanijiri, Hideo, and Kohei Sato. "Development of Automatic Exterior Precast Concrete Wall Panel Construction System." In 9th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1992. http://dx.doi.org/10.22260/isarc1992/0073.

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Poyatos, Miguel, Juan Jose de Dios, Roberto Zangroniz, and Jose Manuel Pastor. "CAD-Based Tool for Automated Panel Cutting of Prefabricated Facades." In 28th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2011. http://dx.doi.org/10.22260/isarc2011/0199.

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Reports on the topic "Panel construction"

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Lee, A. D., D. W. Schrock, and S. A. Flintoft. The Federal manufactured home construction and safety standards -- implications for foam panel construction. Office of Scientific and Technical Information (OSTI), March 1997. http://dx.doi.org/10.2172/485954.

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Ratcliffe, Colin P. Experimental Modal Analysis of a Sandwich Construction, Glass Reinforced Plastic Composite Deck Panel. Fort Belvoir, VA: Defense Technical Information Center, July 1996. http://dx.doi.org/10.21236/ada359147.

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Doyle, Jesse D., Nolan R. Hoffman, and M. Kelvin Taylor. Aircraft Arrestor System Panel Joint Improvement. U.S. Army Engineer Research and Development Center, August 2021. http://dx.doi.org/10.21079/11681/41342.

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Aircraft Arresting Systems (AAS) for military applications utilize sacrificial panels made of Ultra-High Molecular Weight polyethylene (UHMWPE) that are embedded into the pavement beneath the AAS cable to protect the pavement from cable damage. Problems have been observed with the materials and practices used to seal the UHMWPE panel joints from water and debris. Data obtained from laboratory and field studies were used make improvements to current practice for sealing UHMWPE panel joints. The study evaluated four joint-sealant materials, eight alternative surface treatment and preparation techniques to promote adhesion to UHMWPE, and seven joint-edge geometries. Bond-strength testing of joint-sealant specimens was conducted in the laboratory, followed by field evaluation of construction techniques. Field performance of the joint systems was monitored for 24 months after installation. Additionally, a thermal response model was developed to refine the joint design dimensions. Results confirmed that the best material to use was self-leveling silicone joint sealant. It was recommended that a dovetail groove be cut into the edge of UHMW panels to provide positive mechanical interlock and to reduce adhesive failures of the sealant. It was also recommended that the panel-to-panel joint-sealant reservoir be widened to prevent sealant compression damage.
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Chang, Luh, Yu-Tzu Chen, and Sangwook Lee. Using Precast Concrete Panels for Pavement Construction in Indiana. West Lafayette, IN: Purdue University, 2004. http://dx.doi.org/10.5703/1288284313344.

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Shaw, Jonathan, and Peter Levell. Constructing full adult life-cycles from short panels. IFS, January 2015. http://dx.doi.org/10.1920/wp.ifs.2015.1501.

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Mukhamadeeva, O. R., S. A. Gorbatkov, S. A. Farkhieva, and N. H. Sharafutdinova. Algorithm for constructing a nonlinear dynamic predictive regression model with panel data. OFERNIO, November 2020. http://dx.doi.org/10.12731/ofernio.2020.24646.

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Frosch, Robert, Julio Ramirez, and Stephen Price. Innovative Bridge Construction Program: Implementation of Full-Depth Bridge Deck Panels in Indiana. West Lafayette, Indiana: Purdue University, 2011. http://dx.doi.org/10.5703/1288284314273.

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Bly, Peter G., Lucy P. Priddy, Christopher J. Jacson, and Quint S. Mason. Evaluation of Precast Panels for Airfield Pavement Repair. Phase 1: System Optimization and Test Section Construction. Fort Belvoir, VA: Defense Technical Information Center, June 2013. http://dx.doi.org/10.21236/ada582186.

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Bohorquez-Penuela, Camilo, and Mariana Urbina-Ramirez. Rising Staple Prices and Food Insecurity: The Case of the Mexican Tortilla. Banco de la República de Colombia, November 2020. http://dx.doi.org/10.32468/be.1144.

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We study the relationship between rising prices of tortillas---the Mexican staple par excellence---and household food insecurity between 2008 and 2014, a period in which global food prices experienced dramatic increases. The use of a unique combination of household-level data and official state-level information on prices allows us exploit signi cant variation in prices across the Mexican states. Since households cannot be tracked across time, we follow Deaton (1985) by constructing a series of pseudo-panels to control for time- invariant unobserved heterogeneity and measurement error. The regression estimates suggest that increasing tortilla prices affected food insecurity rates in Mexico. More speci cally, households with children or those in the second or third income quintile are more likely to be affected.
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PVC stay-in-place panel covers for tilt-up and pre-cast construction. Purdue University, 2012. http://dx.doi.org/10.5703/1288284315785.

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