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Relevant bibliographies by topics / Frame buildings

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Academic literature on the topic 'Frame buildings'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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Journal articles on the topic "Frame buildings"

1

Shrivastava, Yash. "Use of Shear Wall System in RC Building with Reinterant Corner." International Journal for Research in Applied Science and Engineering Technology 12, no. 1 (2024): 135–40. http://dx.doi.org/10.22214/ijraset.2024.57887.

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Abstract: The recent earthquake including the last Nepal earthquake (2015) in which many reinforced concrete structures have been severely damaged or collapsed, have indicated the need for evaluating the seismic adequacy of existing buildings. In multistoried framed building, damages from earthquake generally initiate at locations of structural weaknesses present in the lateral load resisting frames. This behavior of multi-storied framed buildings during strong earthquake motions depends on the distribution of mass, stiffness, strength in both horizontal and vertical planes of buildings. In fe

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Chen, Xingchen, Toru Takeuchi, and Ryota Matsui. "Seismic Performance and Evaluation of Controlled Spine Frames Applied in High-rise Buildings." Earthquake Spectra 34, no. 3 (2018): 1431–58. http://dx.doi.org/10.1193/080817eqs157m.

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A controlled spine frame system consists of moment frames and spine frames with concentrated energy-dissipating members. This system guarantees the continuous usability of buildings against Japanese Level-2 earthquake events (similar to DBE events in California), and the authors have confirmed its excellent performance in preventing damage concentration in low-rise buildings. This study further investigates the effect of diverse structural properties on the seismic performance of controlled spine frames applied in high-rise buildings. The effect of building height, yield drift of dampers, spin

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Aninthaneni, Pavan K., and Rajesh P. Dhakal. "Prediction of fundamental period of regular frame buildings." Bulletin of the New Zealand Society for Earthquake Engineering 49, no. 2 (2016): 175–89. http://dx.doi.org/10.5459/bnzsee.49.2.175-189.

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The most important structural parameter in the estimation of the seismic demand on a building is the natural period of the building’s fundamental/first mode of vibration. There are several existing empirical, analytical, and experimental methods which can be used to estimate the fundamental period of a building. The empirical equations prescribed in the building codes are simple, but they do not consider actual building properties, and are very approximate. On the other hand, analytical methods like Eigenvalue analysis and Rayleigh method are able to consider most of the structural parameters

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Dexter, Robert J., and Le-Wu Lu. "The Effects of a Severe Fire on the Steel Frame of an Office Building." Engineering Journal 38, no. 4 (2001): 167–75. http://dx.doi.org/10.62913/engj.v38i4.766.

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This paper discusses the effects a severe fire had on a steel high-rise frame. The damage to this frame was no worse than in other fire-damaged steel-framed buildings such as the Alexis Nihon hotel in Montreal and the Broadgate in London. The yield strengths of the columns were not significantly decreased. There were locked-in residual moments and forces. However pushover analyses of simple frames with and without residual moments show that the stability and lateral load carrying capacity of the frames were unaffected by residual moments, as would be expected from the principles of plastic ana

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Malyshkin, Aleksandr P., Andrei V. Esipov, and Mixail A. Esipov. "INCREASING THE RELIABILITY OF REINFORCED CONCRETE FRAMES OF MULTISTOREY BUILDINGS." Architecture, Construction, Transport, no. 2(108) (2024): 42–55. http://dx.doi.org/10.31660/2782-232x-2024-2-42-55.

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The aim of the numerical research was to develop a method to improve the reliability of multistorey buildings with monolithic reinforced concrete frames. The method was based on the analysis of the total area of possible slab destruction due to emergencies and failure of individual building elements located in different places in the plan and in height. To analyze the reliability of spatial reinforced concrete frames according to the principle of single failure of a separate load-bearing structure, we introduced the concept of failure area coefficient. It allowed us to estimate the failure eff

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Carr, A. J., and P. J. Moss. "Impact between buildings during earthquakes." Bulletin of the New Zealand Society for Earthquake Engineering 27, no. 2 (1994): 107–13. http://dx.doi.org/10.5459/bnzsee.27.2.107-113.

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A numerical study of the parameters affecting the impact between adjacent buildings subjected to seismic excitation has been carried out in an endeavour to quantify the relative importance of the structural parameters. A two-dimensional inelastic dynamic analysis program was used to model various combinations of adjacent framed structures subjected to ground accelerograms and where the frames are assumed to be separated by distances sufficiently small as to permit contact. Collisions were modelled using special contact elements which will transmit forces when the specified gap has been c

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Marinković, Marko, Santiago Calvinisti, and Christoph Butenweg. "Numerical analysis of reinforced concrete frame buildings with decoupled infill walls." Gradjevinski materijali i konstrukcije 63, no. 4 (2020): 13–48. http://dx.doi.org/10.5937/grmk2004013m.

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Reinforced concrete (RC) buildings with masonry infill walls are widely used in many countries all over the world. Although infills are considered as non-structural elements, they significantly change dynamic characteristics of RC frame structures during earthquake excitation. Recently, significant effort was spent on studying decoupled infills, which are isolated from the surrounding frame usually by adding a gap between frame and infill. In this case, the frame deformation does not activate infill wall, thus infills are not influencing the behaviour of the frame. This paper presents the resu

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Joshi, Harsh. "Review on Seismic Analysis of Multistoried Building in Hilly Region." International Journal for Research in Applied Science and Engineering Technology 9, no. 12 (2021): 73–79. http://dx.doi.org/10.22214/ijraset.2021.39185.

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Abstract: Due to sloping land and high seismically active zones, designing and construction of multistory buildings in hilly regions is always a challenge for structural engineers. This review paper focuses to establish a review study on the Possible Types of building frame configuration in the hilly region and he behavior of Such building frames under seismic loading conditions, and (3) The recent research and developments to make such frames less vulnerable to earthquakes. This paper concludes that the dynamics characteristics of such buildings are significantly different in both horizontal

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TAN, K. H., and T. BALENDRA. "RETROFIT OF EXISTING BUILDINGS FOR EARTHQUAKE RESISTANCE." Journal of Earthquake and Tsunami 01, no. 02 (2007): 161–69. http://dx.doi.org/10.1142/s1793431107000110.

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Buildings sited on soft soils are sometimes subjected to tremors due to earthquakes occurring some 400 to 700 kilometers away as a result of the amplifying effect of soft soils on low-frequency, long-distance waves. This study focuses on the seismic vulnerability of existing reinforced concrete (RC) buildings in Singapore that are designed primarily for gravity loads, and examines the use of externally bonded glass fiber-reinforced polymer (FRP) systems in retrofitting these buildings to resist lateral forces due to seismic action. Two case studies were considered: (1) a four-story frame build

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Khanza, Mirara. "Analisis Perilaku Struktur dan Penyebaran Gaya pada Gedung Frame-Tube." RekaRacana: Jurnal Teknil Sipil 10, no. 3 (2025): 228. https://doi.org/10.26760/rekaracana.v10i3.228.

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ABSTRAKPerancangan gedung bertingkat tinggi pada daerah rawan gempa seperti Indonesia tergolong sulit. Gedung bertingkat tinggi cenderung memiliki fleksibilitas tinggi, sehingga perlu diperhatikan bagaimana perilaku struktur dan penyebaran gayanya. Meskipun telah banyak tipe bangunan dengan berbagai bentuk gedung bertingkat tinggi yang telah terbangun, perilaku setiap bangunan dapat berbeda, bergantung pada bentuk denah, tipe gedung, maupun tinggi gedung. Bangunan bertingkat yang dianalisis merupakan sistem framed-tube, karena sistem ini masih terbilang jarang untuk bangunan gedung di Indonesi

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Dissertations / Theses on the topic "Frame buildings"

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Wood, Curtis James. "PROGRESSIVE COLLAPSE OF FRAME BUILDINGS." The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1543244236847612.

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Paulino, Madison Radhames. "Preliminary Design of Tall Buildings." Digital WPI, 2010. https://digitalcommons.wpi.edu/etd-theses/239.

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Techniques for preliminary analysis of various tall building systems subjected to lateral loads have been studied herein. Three computer programs written in Matlab® graphical user interface language for use on any personal computer are presented. Two of these programs incorporate interactive graphics. A program called Wall_Frame_2D is introduced for two-dimensional analysis of shear wall-frame interactive structures, using the shear-flexural cantilever analogy. The rigid outrigger approach was utilized to develop a program called Outrigger Program to analyze multi-outrigger braced tall buil

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Urs, Amit. "Stability analysis of frame tube building." Link to electronic thesis, 2003. http://www.wpi.edu/Pubs/ETD/Available/etd-0122103-133944.

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Grönvall, Stina, Matilda Lundquist, and Bergli Clara Pedersen. "Embodied carbon for residential buildings : A life cycle assessment for concrete and wooden framed buildings." Thesis, Uppsala universitet, Institutionen för teknikvetenskaper, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-225557.

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The consulting firm Atkins has developed a tool to help constructers plan urban areas but the tool is lacking data about embodied carbon in Sweden. The embodied carbon is the total carbon dioxide equivalents that are emitted from the material used in constructing a residential building as well as the energy used at the construction site and during demolition. In this thesis, the embodied carbon for a concrete framed building and a wooden framed building is calculated and presented. The mapping of embodied carbon for the two different framed buildings is done with a life cycle assessment perspe

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Canisius, Tantirimudalige Don Gerard. "Inelastic torsional seismic analysis of frame buildings." Thesis, University of British Columbia, 1986. http://hdl.handle.net/2429/26221.

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In the response of three dimensional frame structures to seismic loading, it has been observed that columns common to intersecting frames are especially prone to damage. This presumably results from the combination of forces from the frames; the axial loads are additive, but the moments interact biaxially. Two procedures for analysis of three dimensional frames are studied: time step analysis under given seismic records, using the programme DRAINTABS; and a pseudo-nonlinear modal analysis based on the substitute structure method of Shibata and Sozen, using the programme PITSA. Both these prog

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Hafeez, Ghazanfarah. "Dynamic Characteristics of Light-frame Wood Buildings." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/36223.

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This research project deals with dynamic field testing of light-frame wood buildings with wood based shear walls. The primary objective of the investigation is to evaluate the code formula for estimating light wood frame building’s fundamental period, through intensive field testing and numerical modelling. The project also aims to propose an alternative simplified rational approach where applicable. The thesis provides insight to the ambient vibration testing procedures of light-frame wood buildings and explains the protocol adopted for the current research program. Ambient vibration (AV) fi

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Yuan, Mengfei. "LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS." The Ohio State University, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416.

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Amigo, Jesus Menendez. "Optimisation of timber frame closed panel systems for low energy buildings." Thesis, Edinburgh Napier University, 2017. http://researchrepository.napier.ac.uk/Output/1035263.

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The United Kingdom published a legally binding document to reduce national greenhouse gas emissions by year 2020 up to 34% against the 1990 levels. This target also fulfils the Europe 2020 strategy of 20% carbon emission reductions by year 2020 (EC, 2010). Emissions due to space heating count for around 60% of the total domestic emissions (DCLG, 2012). The report “Rethinking Construction” published in 1998 emphasised the opportunities to improve the quality and efficiency of the UK construction sector (Egan, 1998). More recently, a framework has been published by the Government to tackle fuel

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Pino, Merino Denis Ademir. "Dynamic response of post-tensioned timber frame buildings." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2011. http://hdl.handle.net/10092/6598.

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An extensive research program is on-going at the University of Canterbury, New Zealand to develop new technologies to permit the construction of multi-storey timber buildings in earthquake prone areas. The system combines engineered timber beams, columns and walls with ductile moment resisting connections using post-tensioned tendons and eventually energy dissipaters. The extensive experimental testing on post-tensioned timber building systems has proved a remarkable lateral response of the proposed solutions. A wide number of post-tensioned timber subassemblies, including beam-column connect

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Moor, Constantin. "Three dimensional analysis of steel portal frame buildings." Thesis, Queensland University of Technology, 1997. https://eprints.qut.edu.au/36010/1/36010_Moor_1997.pdf.

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The true strength and deflection behaviour of industrial and commercial steel portal frame buildings is understood better if the effects of stiffness of end frames and profiled steel claddings are included. The conventional designs ignore these effects and are very much based on an idealised twodimensional frame behaviour. This thesis describes an investigation into the three-dimensional behaviour of steel portal frame buildings using computer modelling and full scale tests. The full scale tests of a 12 m x 12 m clad and unclad steel portal frame building with true pinned and standard

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Books on the topic "Frame buildings"

1

Kang, Kaffee. Graphic guide to frame construction. Prentice Hall, 1998.

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Timber Research and Development Association. and TRADA Technology, eds. Timber frame construction. 2nd ed. Timber Research and DevelopmentAssociation, 1994.

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Keyworth, B. Brick cladding to timber frame construction. Brick Development Association, 1992.

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N, Walker John, and Woeste Frank E, eds. Post frame building design. American Society of Agricultural Engineers, 1992.

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Anderson, L. O. Wood-frame house construction. Craftsman Book Co., 1998.

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Burchell, Jim. Design and build in timber frame. Longman Scientific & Technical, 1987.

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Minamoto, Aihiko. Mokuzō jikugumi kōhō no kindaika. Chūō Kōron Bijutsu Shuppan, 2009.

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Wainwright, R. B. Timber frame construction. TRADA, 1988.

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Morris, Miranda. An architecture of the depression: Vertical timber buildings in Launceston. Jointly funded by the Australian Heritage Commission and the Queen Victoria Museum of the Launceston City Council, 1989.

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Ogden, R. G. Electric lift installations in steel frame buildings. Steel ConstructionInstitute, 1994.

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Book chapters on the topic "Frame buildings"

1

Choudhury, Satyabrata. "UPBD for Steel Frame Buildings." In Performance-Based Seismic Design of Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003441090-11.

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Sinkovič, Klemen, Iztok Peruš, and Peter Fajfar. "Seismic Assessment of RC Frame Buildings." In Seismic Behaviour and Design of Irregular and Complex Civil Structures II. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3_8.

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Al Shemali, Ali. "Diffraction of Shock Waves into Frame Buildings." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-75182-1_1.

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Chougan, Mehdi, Mazen J. Al-Kheetan, and Seyed Hamidreza Ghaffar. "Additive Manufacturing and the Construction Industry." In Disrupting Buildings. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-32309-6_7.

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AbstractAdditive manufacturing (AM), including 3D printing, has the potential to transform the construction industry. AM allows the construction industry to use complex and innovative geometries to build an object, building block, wall, or frame from a computer model. As such, it has potential opportunities for the construction industry and specific applications in the deep renovation process. While AM can provide significant benefits in the deep renovation process, it is not without its own environmental footprint and barriers. In this chapter, AM is defined, and the main materials used withi

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Zaccaro, F., J. R. Littlewood, R. Lancashire, G. Newman, and D. Hedges. "An Evaluation of Offsite Timber Frame Manufacturers in Wales, UK." In Sustainability in Energy and Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9868-2_61.

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Ashikin, Sultanur, Sifat Muin, and Asif Iqbal. "Damage Index for Soft-Story Wood Frame Buildings." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-61531-3_3.

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Deshpande, Y., R. Kumar, and O. G. Kumbhar. "Effectiveness of DDBD Procedure for RC Frame Buildings." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1608-5_42.

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Shelekhov, I. Yu, and M. I. Shelekhov. "Optimization of Microclimate Parameters in Tent-Frame Buildings." In Proceedings of the 6th International Conference on Construction, Architecture and Technosphere Safety. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21120-1_32.

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Choudhury, Satyabrata. "Unified Performance-Based Design of RC Frame Buildings." In Performance-Based Seismic Design of Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003441090-9.

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Choudhury, Satyabrata. "DDBD of RC Frame Buildings with Viscous Dampers." In Performance-Based Seismic Design of Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003441090-13.

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Conference papers on the topic "Frame buildings"

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Bleicher, Achim, Tim Höltke, and Johannes Manfrecola. "Hybrid structures for tall buildings with hardwood LVL and concrete." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1927.

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<p>New fire design approaches enable innovative load-bearing and bracing concepts for tall buildings made of timber. As a renewable building material, timber in combination with concrete is currently setting new heights and at the same time offers a high CO2 saving potential. Usually, timber- concrete composite structures are mainly used in the floor slabs to ensure sound insulation and fire protection. This paper presents a newly developed beam-to-column joint for timber-concrete composite frames, which has been studied in terms of its ability to transfer bending moments, normal and she

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Gibbs, Peter A. J. "Cathodic Protection for Masonry Buildings Incorporating Structural Steel Frames." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04349.

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Abstract The cracking, displacement and spalling of stone and masonry due to the corrosion of steelwork is becoming increasingly common in masonry clad steel-framed buildings constructed between the late 1800s and first half of the 20th Century. This is a serious condition that results in significant deterioration and loss of the original facade and necessitates both costly and disruptive methods of treatment. In recent years the problems of corrosion related deterioration of the steel frame and associated fixing details not only lead to costly cycles of repair but also to serious injury and e

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Al-Amina, Md Sohel Rana, Rana Md Masuda, Das Sumon Chandra, and Al Amin Sarder. "A Simplified Approach to Accessing Earthquake-Induced Debris from Collapse of RC Frame Structures." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0283.

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<p>It is widely acknowledged that earthquakes can cause significant destruction to buildings, and there is typically a large amount of debris that may impede transportation and delay the arrival of assistance if the collapsed buildings were linked to road networks. This study evaluates the debris extent from the collapse of intermediate RC frame structures through numerical simulations. Three Intermediate RC structures are selected to find the potential debris extent around the original envelope. Twenty-three ground motion records are applied to investigate the different collapse pattern

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Appavuravther, Elif, Jose Henriques, and Bram Vandoren. "EXPERIMENTAL INVESTIGATION OF SLOTTED-IN PLATE MOMENT CONNECTIONS IN TIMBER FRAME BUILDINGS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0535.

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del Carlo, Federica, Simone Celati, and Silvia Caprili. "Time-dependent Fragility Curves for the Seismic Risk Analysis of Reinforced Concrete Buildings subjected to Degradation." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1819.

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<p>The buildings and construction sector are responsible for 37% of total global greenhouse gas emissions, with most coming from operational carbon emissions. Embodied emissions from design, production, and deployment of construction materials add to this, raising the question of whether to demolish or maintain existing buildings. This question is particularly crucial in high-seismicity areas, such as Italy, where existing buildings lack seismic design. Furthermore, current Italian evaluation criteria only qualitatively assess the conservation status of buildings. In this context, the pa

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Mendes, Sebastian, and Anurag Bura. "Active Moment Connection System for Mitigating Wind-Induced Building Vibrations." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0203.

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<p>Modern tall buildings are increasingly being built in slender and complex forms. Limiting wind- induced vibrations of these buildings to meet serviceability criteria is increasingly challenging due to their flexibility. Tuned mass dampers (TMDs) are often incorporated into tall buildings for mitigating excessive wind-induced vibrations. However, traditional TMDs have several disadvantages including the necessity of an immense mass, occupation of a significant volume of interior space, and effectiveness over only a narrow band of vibration frequencies. This paper describes a proposed a

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Judd, J. P., F. A. Charney, and S. E. Pryor. "Retrofit of Steel-Frame Buildings Using Enhanced Gravity-Frame Connections." In Second ATC & SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479728.012.

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Bahri, Reski Ainun, Muhammad Wihardi Tjaronge, and Muhammad Akbar Caronge. "Laboratory Testing and Numerical Analysis on Reinforced Concrete Frames with Prefabricated Cellular Lightweight Concrete (CLC)." In The 5th EPI International Conference on Science and Engineering (EICSE) 2021. Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-p22vdi.

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In general, buildings can be classified into Engineering buildings and Non-engineering buildings. Non-engineering building is a simple building such as a residential house that does not carry out structural calculations. Non-engineering buildings are very susceptible to lateral loads such as earthquakes which can cause collapse. Therefore, research is carried out in the form of laboratory tests and numerical tests for reinforced concrete frames filled with prefabricated cellular lightweight concrete (CLC). In this study, two specimens were used, namely an empty frame and a reinforced concrete

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Kabashi, Naser, Enes Krasniqi, Florim Grajcevci, Milot Muhaxheri, Ylli Murati, and Valon Veseli. "SEISMIC VULNERABILITY ASSESSMENT OF 1960S REINFORCED CONCRETE FRAME BUILDINGS WITH INFILL MASONRY WALLS." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.43.

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One of the largest districts, known for its replicated building typologies, has been selected for this study, focusing on six-story reinforced concrete frame structures with infill masonry walls typical of 1960s construction. At the time of construction, building codes did not emphasize seismic activity to the extent that modern standards do, and the construction technology differed significantly from current practices. These buildings were often constructed using a combination of in situ concrete techniques and prefabricated slab decks, with materials classified according to outdated standard

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Canaj, Ilir, Jelena Ristić, Elena Dumova-Jovanoska, and Danilo Ristić. "PROTECTION OF SENSITIVE INFILL IN FRAME BUILDINGS USING SB-UPGRADED ISOLATION SYSTEM: SEISMIC TESTS OF MODEL." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.52.

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Presented in this paper is an innovative system efficient for seismic protection of sensitive infill in RC frame buildings created with upgrading of isolated buildings with developed specific uniform SB devices. Capability of the new seismic protection system of masonry infilled frame buildings was fully demonstrated with the conducted extensive seismic shaking table tests of large-scale models constructed with applied upgrading of its basic sliding isolation system with the created uniform SB devices. The specific research segment devoted to development of the present SB upgraded building sys

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Reports on the topic "Frame buildings"

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Schaeffer, Peter V., John J. Fittipaldi, and Paul Armstrong. An Economic Assessment of Renovating Temporary Wood Frame Buildings. Defense Technical Information Center, 1988. http://dx.doi.org/10.21236/ada200491.

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Reis, Evan. Development of Index Buildings, (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/fudb2072.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Glass, Samuel V., and Anton TenWolde. Review of in-service moisture and temperature conditions in wood-frame buildings. U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 2007. http://dx.doi.org/10.2737/fpl-gtr-174.

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Youssef, Nabih F. G., David Bonowitz, and John L. Gross. A survey of steel moment-resisting frame buildings affected by the 1994 Northridge Earthquake. National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.ir.5625.

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Roy, Camille, Dominique Derome, and Caroline Frenette. Modelling hygrothermal performance of wood assemblies exposed to fungi growth. Department of the Built Environment, 2023. http://dx.doi.org/10.54337/aau541621854.

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This research project aims to document the spread of the biodegradation in wood frame buildings and, more specifically, to investigate the aggravating impact of the presence of the rotting fungus Serpula lacrymans in wood-based materials on the hygrothermal performance of wood-framed wall and floor assemblies. The proposed methodology is to calibrate a hygrothermal model of wood contaminated by varying stages of S. lacrymans. The S. lacrymans has a particular ability compared to other fungi in that it can move its water source to seek nutrients. Hyphen cords have been seen on brick and concret

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Vail, Kylin, Bret Lizundia, David Welch, and Evan Reis. Earthquake Damage Workshop (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/plbd5536.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Reis, Evan. Seismic Performance of Single-Family Wood-Frame Houses: Comparing Analytical and Industry Catastrophe Models (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/qmbu3779.

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Abstract:

This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Welch, David, and Gregory Deierlein. Technical Background Report for Structural Analysis and Performance Assessment (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/yyqh3072.

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This report outlines the development of earthquake damage functions and comparative loss metrics for single-family wood-frame buildings with and without seismic retrofit of vulnerable cripple wall and stem wall conditions. The underlying goal of the study is to quantify the benefits of the seismic retrofit in terms of reduced earthquake damage and repair or reconstruction costs. The earthquake damage and economic losses are evaluated based on the FEMA P-58 methodology, which incorporates detailed building information and analyses to characterize the seismic hazard, structural response, earthqu

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Zareian, Farzin, and Joel Lanning. Development of Testing Protocol for Cripple Wall Components (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/olpv6741.

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Abstract:

This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA project is to provide scientifically-based information (e.g., testing, analysis, and resulting loss models) that

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Naves, Claudia, David Amorim, David Geisler-Moroder, et al. Literature review of user needs, toward user requirements. Edited by Barbara Szybinska Matusiak. IEA SHC Task 61, 2020. http://dx.doi.org/10.18777/ieashc-task61-2020-0001.

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This report has been developed in the frame of the IEA SHC Task 61 Subtask A “User requirements”. The main objective was to rethink and reformulate user requirements to lighting (daylighting and electric lighting) in public buildings on the basis of a thorough literature study. The work is a joint effort of a number of scientists and represents collective knowledge in this topic. The concept of Lighting quality is the one, among many lighting concepts, which expresses the user perspective best. Lighting quality is the important goal of lighting designers and planners; however, it is difficult

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