Relevant bibliographies by topics / L SHAPED BUILDING

Contents

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

Academic literature on the topic 'L SHAPED BUILDING'

Author: Grafiati
Published: 11 September 2023
Last updated: 25 July 2025

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Journal articles on the topic "L SHAPED BUILDING"

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Chaudhary, Krishna Prasad, and Ankit Mahajan. "Response spectrum analysis of irregular shaped high rise buildings under combined effect of plan and vertical irregularity using csi etabs." IOP Conference Series: Earth and Environmental Science 889, no. 1 (2021): 012055. http://dx.doi.org/10.1088/1755-1315/889/1/012055.

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Abstract In this research work several high rise buildings were analyzed using CSI ETABS under the influence of the response spectrum analysis over it. Several different shaped high rise buildings such as H shaped, O shaped and C shaped buildings were taken into consideration for carrying out the research work. All three shaped buildings were of different storey that is of 12 storey and of 16 storey. For proper seismic analysis of all the above discussed buildings, response spectrum method of seismic analysis were taken into consideration. The results of all the buildings for response spectrum
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Krishna, Himanshu, and Prince Yadav. "Study the Seismic Behavior of Special Columns in Multi-Story (G+4) Building for Seismic Zone III." International Journal for Research in Applied Science and Engineering Technology 10, no. 8 (2022): 749–53. http://dx.doi.org/10.22214/ijraset.2022.46215.

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Abstract: Columns are RC building structural elements that are primarily subjected to axial load and moments as they transport them from the superstructure to the substructure. Columns of various shapes and sizes are used. Popular column shapes include square, rectangular, and circular columns, as well as L-shaped, T-shaped, and (+) shaped columns, which are uncommon but provide more interior space than commonly used column shapes. This study aims to examine the seismic performance of multistory G+4 buildings with Rectangular columns and building with specially shaped columns. According to IS
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Krishna, Himanshu. "Study the Behavior of Special Columns on Multi Storey Building for Seismic Ground Motions." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 2011–14. http://dx.doi.org/10.22214/ijraset.2022.45642.

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ABSTRACT: Columns are RC building structural elements that are primarily subjected to axial load and moments as they transport them from the superstructure to the substructure. Columns of various shapes and sizes are used. Popular column shapes include square, rectangular, and circular columns, as well as L-shaped, T-shaped, and (+) shaped columns, which are uncommon but provide more interior space than commonly used column shapes. This study aims to examine the seismic performance of multistorey G+10 buildings with Rectangular columns and building with specially shaped columns. According to I
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Monika, Fanny, Berkat Cipta Zega, Hakas Prayuda, Martyana Dwi Cahyati, and Yanuar Ade Putra. "The Effect of Horizontal Vulnerability on the Stiffness Level of Reinforced Concrete Structure on High-Rise Buildings." Journal of the Civil Engineering Forum 6, no. 1 (2020): 49. http://dx.doi.org/10.22146/jcef.49387.

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Buildings have an essential function; they are a place for people to carry out various activities, such as social, economic, and religious activities. In a building construction plan, considering multiple factors from strength to architecture is necessary. The issue of limited land in some areas has resulted in the construction of vertical buildings, often known as high-rise buildings. High-rise building construction requires paying attention to various levels of vulnerabilities, especially for projects in earthquake-prone areas. In this study, the levels of vulnerability and vertical irregula
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Faria Aseem and Dr. D. Rupesh Kumar. "A Comparative Study of L-shaped Multi-storey Building using Rectangular and Special Shaped Columns." International Journal of Scientific Research in Science, Engineering and Technology 11, no. 3 (2024): 262–75. http://dx.doi.org/10.32628/ijsrset24113127.

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Architects often restrict the widths of the columns so that more free space is available and for the good aesthetic look of the building without columns protruding out of the walls and corners. This is structurally not advisable and economically feasible most of the times hence an alternate solution is required to overcome this difficulty which every structural design engineer faces. Hence non-rectangular special shaped columns have been studied and found out as an alternative to the above said problem since non-rectangular special shaped columns perform better compared to conventional rectang
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J, Ravi Tej M., and Chidananda G. "A Comparative Study on Seismic Behaviour of Plan Irregular Buildings." International Journal for Research in Applied Science and Engineering Technology 12, no. 10 (2024): 1061–71. http://dx.doi.org/10.22214/ijraset.2024.64804.

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Abstract: Asymmetrical plan irregularities occur when the horizontal layout of a building is non uniform or unsymmetrical in one or more axes. These irregularities may arise from variations in building shape, size, or configuration, leading to nonuniform distribution of mass, stiffness, or load paths throughout the structure. Considering equivalent static analysis (ESA) and response spectrum analysis (RSA) as per IS 1893-Part 1 (2016) considering seismic zones III, structure with square shaped plan performs better than the other shaped models (viz. T, L, H and Plus shapes) with least values of
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Khanal, Bharat, and Hemchandra Chaulagain. "Study of Seismic Response Demands of Different L-shaped Buildings." Himalayan Journal of Applied Science and Engineering 1, no. 1 (2020): 23–29. http://dx.doi.org/10.3126/hijase.v1i1.33537.

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The present study evaluates the effect of plan configuration irregularity of different L shaped models. For this, one regular and six different L-shaped RC building frames were modeled for numerical analysis. The analysis was done through an equivalent static lateral force method and response spectrum analysis (dynamic analysis). The seismic response demands were measured in terms of story displacement, inter-story drift ratio, torsional irregularity ratio, and torsional diaphragm rotation. In addition, fundamental time period of structure, vibration mode shapes and modal participating mass ra
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Pratama, M. Mirza Abdillah, Septiana Dyah Sugmana Putri, and Edi Santoso. "Analisis Kinerja Bangunan Gedung Tinggi Dengan Penambahan Dinding Geser (Studi Kasus: Bangunan 8 Lantai)." Siklus : Jurnal Teknik Sipil 7, no. 2 (2021): 119–30. http://dx.doi.org/10.31849/siklus.v7i2.6922.

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Shear walls in high-rise buildings serve to increase the resistance of high-rise buildings to lateral loads. This study aims to compare the structural performance of an existing 8 (eight) storey building designed as a special moment resisting frame structure against a building designed as a dual system, which consists of: structural vibration time, base shear force, displacement, and drift. Three configurations for shear walls are designed, as follows: (1) L-shaped located at the corner of one side of the building, totaling 2 (two) units (SW1); (2) L-shaped located at the four corners of the b
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Yankai, Huang. "BIM-based Rebar Modeling for Variable Section L-shaped Columns." Journal of Engineering Research and Reports 26, no. 12 (2024): 249–60. https://doi.org/10.9734/jerr/2024/v26i121355.

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Building Information Modeling (BIM), as a kind of digital means applied in the process of building design, construction and management, has been widely used in all aspects of construction engineering. However, the application of BIM in the field of steel reinforcement engineering, due to the wide variety of rebar and complex shapes in the plan construction drawings, the rebar modeling is inefficient and prone to errors, and the traditional plug-in for standard column models is usually difficult to cope with the demand for modeling rebar of complex components such as variable cross-section shap
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Diehl, Steve R., Donald A. Burrows, Eric A. Hendricks, and Robert Keith. "Urban Dispersion Modeling: Comparison with Single-Building Measurements." Journal of Applied Meteorology and Climatology 46, no. 12 (2007): 2180–91. http://dx.doi.org/10.1175/2006jamc1300.1.

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Abstract Two models have been developed to predict airflow and dispersion in urban environments. The first model, the Realistic Urban Spread and Transport of Intrusive Contaminants (RUSTIC) model, is a fast-running urban airflow code that rapidly converges to a numerical solution of a modified set of the compressible Navier–Stokes equations. RUSTIC uses the k–ω turbulence model with a buoyancy production term to handle atmospheric stability effects. The second model, “MESO,” is a Lagrangian particle transport and dispersion code that predicts concentrations of a released chemical or biological
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Dissertations / Theses on the topic "L SHAPED BUILDING"

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Kopečková, Kristýna. "Horský penzion s wellness." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265232.

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The subject of my thesis is the design mountain guesthouse with a wellness centre, which is located in the village of Mala Morávka, at the level of documentation for construction. The new building is located in the cadastre unit Karlov pod Pradědem. This is a two floors, slab-building L-shaped with separate parking for visitors of boarding house and wellness centre. The structural system is composed of ceramic blocks Porotherm and reinforced concrete joist floor. Roof structure is made up of wooden trusses girders saddle shape. Design of mountain guesthouse with wellness centre respects the te
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Novotná, Markéta. "Akademické náměstí - Fakulta výtvarných umění." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-394036.

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The final thesis is focused on a design of architectural study of a Faculty of fine arts on the area, which is located on a border of two Brno districts Veveří and Žabovřesky. The chosen area is determined by Šumavská Street, Bulínova Street, and Veveří Street. The design follows an already processed part of the project from the first semester in the subject TG02. It is focused on the layout of the buildings in the area and the design of architectonical study for three out of four units – the Faculty of Forensic Engineering, common premises of both faculties and underground garages. The fourth
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GUPTA, LAKSHAY. "SEISMIC PERFORMANCE OF IRREGULAR BUILDINGS." Thesis, 2019. http://dspace.dtu.ac.in:8080/jspui/handle/repository/17043.

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This paper deals with the effects of presence of irregularities in buildings on their seismic performance. The objective of the project is to carry out response spectrum analysis (RSA) of two reinforced concrete (RC) framed building models, one with a square shaped plan having symmetry in plan about the orthogonal axes and the other with an L-shaped plan which is asymmetric in plan, considering vertical mass irregularity in each floor. Mass irregularity is considered in each floor of the building models by increasing the value of live load on each floor by 50%, 100%, 150% and 200
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Chiu, Li-Hong, and 邱禮鴻. "Wind tunnel study on the surface wind pressure characteristics for three square prismatic buildings arranged in L shape." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/79475906162680155160.

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Books on the topic "L SHAPED BUILDING"

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Laboratory, Construction Engineering Research, ed. Improved heating operations at an L-shaped barracks: Assessment and specifications. US Army Corps of Engineers, Construction Engineering Research Laboratory, 1992.

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Dumke, Jennifer. W. L. Dow: The Architect Who Shaped Sioux Falls. Arcadia Publishing, 2013.

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Dumke, Jennifer. W. L. Dow: The Architect Who Shaped Sioux Falls. Arcadia Publishing, 2013.

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Vallas, Steven P. The Puzzle of Precarity. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198791843.003.0011.

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Social scientific efforts to understand the political and economic forces generating precarious employment have been mired in uncertainty. In this context, the Doellgast–Lillie–Pulignano (D–L–P) model represents an important step forward in both theoretical and empirical terms. This concluding chapter scrutinizes the authors’ theoretical model and assesses the present volume’s empirical applications of it. Building on the strengths of the D–L–P model, the chapter identifies several lines of analysis that can fruitfully extend our understanding of the dynamics of precarization, whether at the m
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Cortada, James W. Birth of Modern Facts. The Rowman & Littlefield Publishing Group, 2023. https://doi.org/10.5040/9798881810115.

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For over twenty years, James W. Cortada has pioneered research into how information shapes society. In this book he tells the story of how information evolved since the mid-nineteenth century. Cortada argues that information increased in quantity, became more specialized by discipline (e.g., mathematics, science, political science), and more organized. Information increased in volume due to a series of innovations, such as the electrification of communications and the development of computers, but also due to the organization of facts and knowledge by discipline, making it easier to manage and
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Book chapters on the topic "L SHAPED BUILDING"

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Cao, Yanhui, Jinhua Ye, and Gang Hao. "Research on Construction Method of Soft Soil Foundation Pit with L-Shaped Small Steps." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_45.

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AbstractA layered, segmented, and block building technique was created during the construction of the cut-and-cover foundation pit. Traditional foundation pit excavation often necessitates both support erection and mechanical excavation at the same time, however owing to the intersection of support and excavation mechanical operation, which may decrease building efficiency, and the construction requirements are higher due to the low mechanical characteristics of the soil in the silty soil layer. Therefore, the construction method of an L-shaped short step with small steps soft soil foundation
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Li, Xiao-dan, Wen-jing Li, Hao Yang, and Zhi-ting Chen. "Natural ventilation and seismic performance analysis of the special L-shaped spiral layout green building." In Green Building, Environment, Energy and Civil Engineering. CRC Press, 2016. http://dx.doi.org/10.1201/9781315375106-74.

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Kumar, Aman, and Goutam Ghosh. "Effect of R factor on the Seismic Vulnerability of a L-Shaped RC Frame Building." In Springer Series in Geomechanics and Geoengineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-68624-5_7.

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Kokko, Heikki, and Minna Harjula. "Social History of Experiences: A Theoretical-Methodological Approach." In Palgrave Studies in the History of Experience. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21663-3_2.

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AbstractHow should we analyse experiences as societal phenomena? This chapter develops a historical-theoretical approach by building on the social theory of Peter L. Berger and Thomas Luckmann with Reinhart Koselleck’s temporal structures of experiencing. We first theorize how experiences are socially constructed and how experiences themselves construct the historically changing social reality. Second, we introduce analytic tools for approaching experiences in socio-historical research. The chapter conceptualizes the temporal and spatial structures of experience as layers of experience and sce
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Cao, Bing, Shaobin Dai, Jun Huang, Zhong Peng, and Xin Shen. "Research on load-displacement skeleton curve model of L-shaped concrete-filled steel tubular column." In Advances in Civil Engineering and Building Materials. CRC Press, 2012. http://dx.doi.org/10.1201/b13165-138.

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"L-shaped house." In Residential Buildings. Birkhäuser, 2015. http://dx.doi.org/10.1515/9783035603538-005.

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"Group of L-shaped houses." In Residential Buildings. Birkhäuser, 2015. http://dx.doi.org/10.1515/9783035603538-006.

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Takahashi, Junji. "Accurate and Cost-Scalable Visual-Geometric Matching for Indoor IoT Services." In Ambient Intelligence and Smart Environments. IOS Press, 2025. https://doi.org/10.3233/aise250014.

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I have originally developed an indoor localization method called Visual-Geometric Matching (VGM), in which a line-segmented query image (visual) from an edge device is matched pixel-by-pixel with a line-segmented template image generated from an indoor building model (geometric) to determine the query image’s location. This method can be implemented as a server-client system, requiring only a monocular camera on the edge device, making it lightweight in terms of both weight and computational load. Through experiments, I have confirmed that a robot system integrating VGM with wheel odometry usi
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Wen, Kai, Yishuo Wu, and Khalid Yahya. "Non-Line-of-Sight Target Localization Based on Multipath Exploitation." In Advances in Transdisciplinary Engineering. IOS Press, 2024. http://dx.doi.org/10.3233/atde240467.

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Detecting targets located in non-line-of-sight (NLOS) areas within urban environments has attracted widespread attention in recent years. However, imaging localization algorithms based on multipath superposition often generate false target points, leading to interference in target location acquisition. This article proposes a new multi-target localization method specifically designed for L-shaped building scenarios without producing target ghosting, by studying the correlation between times of arrival (TOAs) and multipath types. Specifically, the propagation mode of the signal is first analyze
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Essary, Jessica, Jenna DeRosa, and Dizery Salim. "Supporting Literacy and Social Connectedness in a Pandemic Through the “Autobiographical R/W/L/S” Method." In Handbook of Research on Supporting Social and Emotional Development Through Literacy Education. IGI Global, 2021. http://dx.doi.org/10.4018/978-1-7998-7464-5.ch015.

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The “Autobiographical R/W/L/S Method” was deployed by eight teacher candidates to develop literacy skills and socio-emotional learning (SEL) competencies in 4th-grade students during the COVID-19 pandemic. The R/W/L/S intervention was focused on autobiographical writing. Interactions took place in a HyFlex environment with the intervention delivered through the Microsoft Teams video conferencing platform. After the intervention, students shared more information about themselves than before, demonstrating improved autobiographical literacy skills. The heightened willingness to share is indicati
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Conference papers on the topic "L SHAPED BUILDING"

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Valdivieso, Diego, Diego Quizanga, Jose Luis Almazan, Diego Lopez-Garcia, Pablo Guindos, and Abbie B. Liel. "EVALUATION OF THE INFLUENCE OF SYSTEM EFFECTS ON THE LATERAL RESPONSE OF BUILDINGS WITH L- AND U-SHAPED WOOD FRAME SHEAR WALLS THROUGH SHAKE TABLE TESTS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0249.

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Tiwari, Kaushal Kishore, Venkata Charan Gowthukatla, Sai Teja Avadhootha, Raja Vara Prasad Yerra, and Divyabramham Kandimalla. "Experimental Study of Outdoor Radio Wave Propagation Scenario Near the L-Shaped Building." In 2022 IEEE Microwaves, Antennas, and Propagation Conference (MAPCON). IEEE, 2022. http://dx.doi.org/10.1109/mapcon56011.2022.10046763.

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Kushima, Soichiro, Taisei Morishita, Yasuhiko Yamashita, Yuuichirou Okuno, and Kazuto Nakahira. "Structural Planning for Tall Damped Building with Irregularly-Shaped Plan and Elevation." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.1005.

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<p>This paper introduces two distinctive means for use of a 189-meter-high damped structure ensuring the safety against earthquake.</p><ol><li> <p>Realization of L-shaped elevational structure planning</p> <p>The bottom and top of the tower have belt trusses and hat trusses respectively to restrain the bending deformation. Furthermore, large-capacity oil dampers (damping force 6,000kN) are installed in the middle part of the tower to restrain the higher-mode deformation.</p></li><li> <p>Realization of L-shaped planar structure p
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Sarlo, Rodrigo, Pablo A. Tarazaga, and Mary E. Kasarda. "Operational modal analysis of a steel-frame, low-rise building with L-shaped construction." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Jerome P. Lynch. SPIE, 2017. http://dx.doi.org/10.1117/12.2260340.

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Ariyo, Owolabi, Claudia M. Eckert, and P. John Clarkson. "Towards a Decentralised Approach to Modelling Connectivity in Complex Products." In ASME 2010 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/detc2010-28824.

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Connectivity models are useful aids to support design reviews but building the models is an extremely effort intensive process. Connectivity models help to minimise incidents of unexpected rework by drawing attention to vital component interfaces and dependencies. The uptake of connectivity models can be enhanced if effort burden associated model building is significantly reduced. This paper describes an investigation into the use of a distributed approach to building connectivity models as a means of effort reduction. The Design Structure Matrix is broken down into sub-sections which are L-sh
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Barone, Stefano. "SEISMIC RETROFIT OF “PLINIO IL GIOVANE” SCHOOL BUILDING: MAJOR APPLICATION OF BASE ISOLATION USING HIGH DAMPING RUBBER BEARINGS." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.41.

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Seismic retrofitting of critical structures, such as schools, military facilities, and essential infrastructure, is crucial in earthquake engineering. These buildings need to meet higher performance standards than typical structures, aiming to withstand design-level seismic events (Life Safety Limit State, LSLS) and ensure functionality immediately after an earthquake. This involves not only protecting the structural components but also minimizing damage to internal equipment. For strategic buildings, maintaining operational capability post-event is essential. In seismic zones, traditional ret
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Al-Anzi, Adnan, Donghyun Seo, and Moncef Krarti. "Impact of Shape on Thermal Performance of Office Buildings in Kuwait." In ASME 2007 Energy Sustainability Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/es2007-36242.

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This paper provides a simplified analysis method to estimate the impact of building shape on energy efficiency of office buildings in Kuwait. The method is based on results obtained from a comprehensive whole building energy simulation analysis. The analysis takes into account several building shapes and forms including rectangular, L-shape, U-shape, and H-shape as well as building aspect ratios, window-to-wall-ratios, and glazing types. The simplified method is suitable for architects during preliminary design phase to assess the impact of shape on the energy efficiency of office buildings.
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Farag, Ahmed, Mahmoud Ahmed, Shinichi Ookawara, and Mohamed Emam. "The Potential and Limitations of Using Geothermal-Sourced Chiller Plants to Eliminate Cooling Towers." In ASME 2022 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/imece2022-96657.

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Abstract The purpose of this research is to evaluate the feasibility and performance of a vertical ground source refrigeration system for cooling a typical 7300 m2 office building after replacing cooling towers used for condenser cooling with three different designs of ground heat exchangers. To that end, a three-dimensional, transient, and conjugated finite volume model is developed and simulated to compare the thermo-hydraulic performance of the traditional single U-tube with that of double U-shaped, and spiral-shaped ground heat exchangers at different flow rates. Based on the results, spir
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Purneshwar, Komaravolu Venkata, Nilanjan Samanta, and Kaustubh Dasgupta. "EFFECTIVE STIFFNESS OF FLANGED REINFORCED CONCRETE STRUCTURAL WALLS: A NUMERICAL APPROACH." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.36.

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For high-rise buildings, reinforced concrete (RC) shear walls have emerged as a preferred structural element due to their significant contributions to global lateral strength, stiffness, and ductility. The lateral stiffness RC structural walls provide to the building system effectively mitigates structural and non-structural damage by limiting excessive deformation. Therefore, accurately estimating the effective stiffness of structural components under design basis earthquake is crucial for determining the design forces on various structural elements and for assessing the global drift of the b
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"Structural Performance and Strengthening of RCC Interior Joint with Variable Beam Depth Using Sikawrap." In The International Conference on scientific innovations in Science, Technology, and Management. International Journal of Advanced Trends in Engineering and Management, 2023. http://dx.doi.org/10.59544/eswq7931/ngcesi23p36.

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Sikawrap becomes preferable for strengthening and retrofitting of RC structural elements due to its high strength-to-weight and high stiffness to weight ratios. This study examines the structural performance and strengthening of RCC interior joint with variable beam depth using Sika wrap. In the first model, conventional connection is compared with beam, column and joint failure connection. In the second model, strengthening of beam connection is done by Lstrip method, embedment method and web-bounded method. In the third model, strengthening of column connection is done by L-shaped plate meth
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Reports on the topic "L SHAPED BUILDING"

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Willi, Joseph, Keith Stakes, Jack Regan, and Robin Zevotek. Evaluation of Ventilation-Controlled Fires in L-Shaped Training Props. UL's Firefighter Safety Research Institute, 2016. http://dx.doi.org/10.54206/102376/mijj9867.

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Investigations of recent firefighter line of duty deaths caused by rapid fire progression have highlighted a deficiency in firefighters’ understanding of how certain tactics affect the fire dynamics of ventilation-controlled fires. Many fires are in a ventilation-limited, decay state by the time firefighters arrive at the scene, meaning that introducing additional ventilation to the environment has the potential to cause rapid and intense fire growth. To more effectively teach firefighters about the potential effects of ventilation on a compartment fire, ventilation-controlled fires should be
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Regan, Jack, and Robin Zevotek. Evaluation of the Thermal Conditions and Smoke Obscuration of Live Fire Training Fuel Packages. UL Firefighter Safety Research Institute, 2019. http://dx.doi.org/10.54206/102376/karu4002.

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Firefighters routinely conduct live fire training in an effort to prepare themselves for the challenges of the fire ground. While conducting realistic live fire training is important, it also carries inherent risks. This is highlighted by several live fire training incidents in which an inappropriate fuel load contributed to the death of participants. NFPA 1403: Standard on Live Fire Training Evolutions was first established in response to a live fire training incident in which several firefighters died. Among the stipulations in NFPA 1403 is that the fuel load shall be composed of wood-based
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Eneroth, Hanna, Hanna Karlsson Potter, and Elin Röös. Environmental impact of coffee, tea and cocoa – data collection for a consumer guide for plant-based foods. Department of Energy and Technology, Swedish University of Agricultural Sciences, 2022. http://dx.doi.org/10.54612/a.2n3m2d2pjl.

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In 2020, WWF launched a consumer guide on plant-based products targeting Swedish consumers. The development of the guide is described in a journal paper (Karlsson Potter & Röös, 2021) and the environmental impact of different plant based foods was published in a report (Karlsson Potter, Lundmark, & Röös, 2020). This report was prepared for WWF Sweden to provide scientific background information for complementing the consumer guide with information on coffee, tea and cocoa. This report includes quantitative estimations for several environmental categories (climate, land use, biodiversit
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RESEARCH ON SEISMIC BEHAVIOR OF L-SHAPED CONCRETE-FILLED STEEL TUBES COLUMN FRAME-BUCKLING RESTRAINED STEEL PLATE SHEAR WALLS. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.3.8.

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Abstract:
Frame buckling restrained steel plate shear walls (BRSPSWs) have been widely used in high-rise residential buildings. L-shaped concrete-filled steel tube (CFT) columns were used in the frame in this research to investigate the impact of the frame members type in the BRSPSWs system. A nonlinear finite element model (NFEM) was generated to examine the seismic performance of BRSPSWs with various types of connections to the frame elements. The NFEM results were compared to test results to make them more reliable, and the comparison showed that the NFEM can predict the seismic behavior of BRSPSWs.
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