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Добірка наукової літератури з теми "INFILLED WALLS"

Автор: Grafiati

Опубліковано: 11 вересня 2023

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Статті в журналах з теми "INFILLED WALLS"

1

Umar, Muhammad, Syed Azmat Ali Shah, Khan Shahzada, Muhammad Tayyab Naqash, and Wajid Ali. "Assessment of Seismic Capacity for Reinforced Concrete Frames with Perforated Unreinforced Brick Masonry Infill Wall." Civil Engineering Journal 6, no. 12 (2020): 2397–415. http://dx.doi.org/10.28991/cej-2020-03091625.

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Анотація:

Infill walls increase the strength and stiffness of the reinforced concrete frames, but they usually are not considering in design. However, when the infills are considered in the design, the opening for doors/windows necessitates investigation as well. This research work aims to investigate the effect of perforations (openings) in the infill walls on the performance of infilled RC frames, in other words, this research investigates the number of infill walls in infilled RC frames. Based on the current construction practices in Pakistan, two full scales perforated infilled RC frames were constr

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2

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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3

Grubišić, Marin, Tanja Kalman Šipoš, Ante Grubišić, and Benjamin Pervan. "Testing of Damaged Single-Bay Reinforced Concrete Frames Strengthened with Masonry Infill Walls." Buildings 13, no. 4 (2023): 1021. http://dx.doi.org/10.3390/buildings13041021.

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Анотація:

Despite achieving consensus and having current knowledge on the behaviour and contribution of masonry infill walls, there remain unresolved issues regarding their nonlinear behaviour as a method for strengthening existing reinforced concrete (RC) frames with effective modifications, primarily infills and the interconnection of infills and frames. The challenge for safely and economically designing frames with competent walls is to utilise the stiffening benefits while ensuring that the increased lateral forces and reduced drift capacity do not hinder performance. This study aims to investigate

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4

Leite, João, Paulo B. Lourenço, and Nuno Mendes. "Design Proposal for Masonry Infill Walls Subject to Seismic Actions." Applied Sciences 12, no. 1 (2022): 503. http://dx.doi.org/10.3390/app12010503.

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Анотація:

Several factors influence the behaviour of masonry infilled frames, which have been the subject of previous research with moderate success. The new generation of European design standards imposes the need to prevent the brittle collapse of infills and makes the structural engineer accountable for this requirement, yet it fails to provide sufficient information for masonry infill design. The present study aimed to compare experimental results with the provisions of the standard for the computation of the demand and capacity of infilled frames. Three reinforced concrete buildings with different

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5

Hao, Wei Jie, and Xing Fu Hu. "Summary of Seismic Performance of the Frame Structure with Infill-Walls." Applied Mechanics and Materials 501-504 (January 2014): 1600–1603. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1600.

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Анотація:

Frame structure with infill-walls has been widely used in China, Many domestic experts and scholars have done a great deal studies on the seismic behavior of infilled frames and theorizes that the infill-walls greatly influences the frame structure on seismic behavior. In this paper, summarized the seismic performance of infilled frames from three aspects: the arrangement and structure of infill walls and their connection with frame beam-column.

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6

Ferraioli, Massimiliano, and Angelo Lavino. "Irregularity Effects of Masonry Infills on Nonlinear Seismic Behaviour of RC Buildings." Mathematical Problems in Engineering 2020 (June 29, 2020): 1–18. http://dx.doi.org/10.1155/2020/4086320.

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Анотація:

Despite extensive research studies, the seismic response of infilled reinforced concrete buildings remains an open problem due to both the complexity of the interaction between the infill and the frame and the large number of parameters involved. Thus, guidelines for both modelling and analysis are still lacking and the infill walls are normally treated as nonstructural components in seismic codes. However, it may be not conservative to neglect the influence of infills. In fact, the infill masonry walls may significantly affect the stiffness, strength, and energy dissipation capacity of RC bui

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7

Wang, Xiaomin, Yuhan Su, Jingchang Kong, Maosheng Gong, and Chunhui Liu. "The Over-Strength Coefficient of Masonry-Infilled RC Frame Structures under Bidirectional Ground Motions." Buildings 12, no. 9 (2022): 1290. http://dx.doi.org/10.3390/buildings12091290.

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Анотація:

The over-strength coefficient is one of the key factors for the seismic safety of a structure. For RC frames, the infill wall may improve the lateral bearing capacity, while the seismic demand increases as well, which leads to the unexpected seismic performance of an infilled RC frame in past earthquakes. Therefore, it is necessary to systematically study the over-strength effect of the infilled RC frames from the point of seismic capacity and demand. In this paper, 36 RC frame structures with/without infill walls are designed, and the corresponding finite element modelings, considering the in

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8

YUEN, Y. P., and J. S. KUANG. "MASONRY-INFILLED RC FRAMES SUBJECTED TO COMBINED IN-PLANE AND OUT-OF-PLANE LOADING." International Journal of Structural Stability and Dynamics 14, no. 02 (2014): 1350066. http://dx.doi.org/10.1142/s0219455413500661.

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Анотація:

The structural responses of infilled frames subjected to combined in-plane and out-of-plane loadings are usually analyzed by separately applying in-plane and out-of-plane loads. The interaction effect of in-plane and out-of-plane loads on the structural behavior of the frames is ignored; thus errors in predicting the actual force-transfer mechanisms and modes of failure of the structures can be incurred. To solve the problem, this paper presents a discrete finite element modeling technique, which employs a damage-based cohesive crack representation of fracture behavior of masonry infills, foll

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9

Sattar, Siamak, and Abbie B. Liel. "Seismic Performance of Nonductile Reinforced Concrete Frames with Masonry Infill Walls—II: Collapse Assessment." Earthquake Spectra 32, no. 2 (2016): 819–42. http://dx.doi.org/10.1193/091514eqs141m.

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This paper quantifies the collapse performance of a set of masonry-infilled reinforced concrete (RC) frame buildings that are representative of 1920s-era construction in Los Angeles, California. These buildings have solid clay-brick infill walls and vary in height (2–8 stories), wall configuration (bare, partially, and fully infilled frames), and wall thickness (1–3 wythes). The buildings’ collapse behavior is assessed through dynamic analysis of nonlinear models. These models represent the walls by diagonal struts whose properties are developed from finite-element (FE) analyses, as described

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10

Shendkar, Mangeshkumar R., Denise-Penelope N. Kontoni, Ercan Işık, Sasankasekhar Mandal, Pabitra Ranjan Maiti, and Ehsan Harirchian. "Influence of Masonry Infill on Seismic Design Factors of Reinforced-Concrete Buildings." Shock and Vibration 2022 (February 27, 2022): 1–15. http://dx.doi.org/10.1155/2022/5521162.

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Анотація:

Infill walls are the most common separator panels in typical reinforced-concrete (RC) frame structures. It is crucial to investigate the influence of the infill walls on the earthquake behavior of RC frames. The load resistance of infill materials was often not taken into account in the designing phase, whereas the infill walls have significant contributions to the structural behavior under lateral and vertical loadings. A three-dimensional 4-story RC building is designed, and in order to make a realistic model, different infill walls configurations were taken into account with the openings in

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Дисертації з теми "INFILLED WALLS"

1

Bolourchi, M. "Inclusion of a layer of lead in infilled frame structure." Thesis, University of Surrey, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.383465.

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2

Stavridis, Andreas. "Analytical and experimental study of seismic performance of reinforced concrete frames infilled with masonry walls." Diss., [La Jolla] : University of California, San Diego, 2009. http://wwwlib.umi.com/cr/ucsd/fullcit?p3386928.

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Thesis (Ph. D.)--University of California, San Diego, 2009.<br>Title from first page of PDF file (viewed January 19, 2010). Available via ProQuest Digital Dissertations. Vita. Includes bibliographical references (p. 365-372).

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3

Nicoletti, Vanni. "Experimental Evaluation of Infill Masonry Walls Stiffness for the Modelling of Non-Structural Components in R.C. Frame Buildings." Doctoral thesis, Università Politecnica delle Marche, 2018. http://hdl.handle.net/11566/253124.

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Solitamente le tamponature vengono trascurate nella modellazione delle strutture a telaio in cemento armato e solamente il loro contributo in termini di massa viene preso in considerazione, assumendo che la resistenza e la rigidezza delle stesse non influiscano sulla risposta strutturale. Questa pratica è supportata dal fatto che (i) generalmente allo stato limite ultimo le tamponature si considerano completamente danneggiate e, quindi, il loro contributo in termini di rigidezza è trascurabile, mentre (ii) allo stato limite di danno il valore dello spostamento di interpiano, ottenuto trascuran

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4

Tasligedik, Ali Sahin. "Damage mitigation strategies for non-structural infill walls." Thesis, University of Canterbury. Civil and Natural Resources Engineering Department, 2014. http://hdl.handle.net/10092/9462.

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Анотація:

In most design codes, infill walls are considered as non-structural elements and thus are typically neglected in the design process. The observations made after major earthquakes (Duzce 1999, L’Aquila 2009, Christchurch 2011) have shown that even though infill walls are considered to be non-structural elements, they interact with the structural system during seismic actions. In the case of heavy infill walls (i.e. clay brick infill walls), the whole behaviour of the structure may be affected by this interaction (i.e. local or global structural failures such as soft storey mechanism). In the ca

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Ebert, Doreen. "4 walls +." Thesis, Virginia Tech, 2000. http://hdl.handle.net/10919/33424.

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A higher level of complexity is possible by combining more than one idea as long as the order of the elements is readable in each built condition. Order is possible at any level of complexity. The more complex the greater the need of order. Order can be the relationship of a limited set of elements that inform and reform each other.<br>Master of Architecture

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6

Schumacher, Ann. "Connection of infill panels in steel plate shear walls." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/mq21206.pdf.

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7

Lunn, Dillon Stewart. "Behavior of Infill Masonry Walls Strengthened with FRP Materials." NCSU, 2009. http://www.lib.ncsu.edu/theses/available/etd-04282009-143603/.

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Анотація:

Collapse of unreinforced masonry (URM) structures, including infill walls, is a leading cause of property damage and loss of life during extreme loading events. Many existing structures are in need of retrofit to bring them in compliance with modern design code provisions. Conventional strengthening techniques are often time-consuming, costly, and add significant weight to the structure. These limitations have driven the development of alternatives such as externally bonded (EB) glass fiber reinforced polymer (GFRP) strengthening systems, which are not only lightweight, but can be rapidly appl

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8

Ozturk, Mehmet Selim. "Effects Of Masonry Infill Walls On The Seismic Performance Of Buildings." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606753/index.pdf.

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In Turkey, in most of the reinforced concrete buildings, hallow masonry infill walls are used as a non-structural element, during design stage, their contribution to overall building behavior is not well known. Observations made after the earthquakes revealed that these non-structural elements had beneficial effects on the lateral capacity of the building. In this study, the contribution of the hallow masonry infill walls to the lateral behavior of reinforced concrete buildings was investigated. For this purpose, two different buildings were chosen as case studies. Three and six story symmetri

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Cornelio, Tony Justin. "Effect of infill panels on the seismic response of a typical R.C. frame." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/2868/.

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Three structural typologies has been evaluated based on the nonlinear dynamic analysis (i.e. Newmark's methods for MDFs: average acceleration method with Modified Newton-Raphson iteration). Those structural typologies differ each other only for the infills presence and placement. In particular, with the term BARE FRAME: the model of the structure has two identical frames, arranged in parallel. This model constitutes the base for the generation of the other two typologies, through the addition of non-bearing walls. Whereas with the term INFILLED FRAME: the model is achieved by adding twelve

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10

Akin, Emre. "Strengthening Of Brick Infilled Rc Frames With Cfrp Reinforcement-general Principles." Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613172/index.pdf.

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Анотація:

There is an excessive demand for the rehabilitation of frame type reinforced concrete (RC) buildings which do not satisfy current earthquake code provisions. Therefore, it is imperative to develop user-friendly seismic strengthening methodologies which do not necessitate the evacuation of building during rehabilitation period. In this study, it was aimed to strengthen the brick infill walls by means of diagonal Carbon Fiber-Reinforced Polymer (CFRP) fabrics and to integrate them with the existing structural frame in order to form a new lateral load resisting system. The possible effects of h

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Книги з теми "INFILLED WALLS"

1

Mohammed, Nazief. Behaviour Of Masonry Infill Walls With And Without Openings. LAP Lambert Academic Publishing, 2015.

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Частини книг з теми "INFILLED WALLS"

1

Ersoy, Ugur, Guney Ozcebe, Tugrul Tankut, Ugurhan Akyuz, Emrah Erduran, and Ibrahim Erdem. "Strengthening of Infilled Walls with CFRP Sheets." In Seismic Assessment and Rehabilitation of Existing Buildings. Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_15.

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2

Tsimbelman, N. Ya, I. V. Kuzovatkin, T. I. Chernova, Ya I. Kotik, D. Iu Ivannikov, and V. N. Babkin. "Retaining walls made of infilled blocks in civil engineering." In Smart Geotechnics for Smart Societies. CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-405.

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3

Seki, Matsutaro, Masaki Maeda, and Hamood Al-Washali. "A Proposal on the Simplified Structural Evaluation Method for Existing Reinforced Concrete Buildings with Infilled Brick Masonry Walls." In Seismic Hazard and Risk Assessment. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74724-8_33.

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4

Hao, Jiping, Xinghuang Wu, Weifeng Tian, Shenghui Li, and Rong Wang. "Experimental and Numerical Investigation of Weak-Axis Connected Steel Plate Shear Wall with Non-slotted and Partially Slotted Infill Plates." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_11.

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AbstractAll Components with H-shaped section are widely used in steel structures, in which the connection of beam section to column flange (i.e. weak-axis connection) is inevitable. In order to study the mechanical properties of weak-axis connected steel plate shear walls, a 1/3 scaled steel plate wall specimen was designed and subjected to a cyclic test to investigate the properties of stiffness, strength, ductility and energy dissipation. On the basis of this, the partially slotted steel plate shear wall was proposed. The FE model of the test specimen was developed and verified with the test results by FE software Abaqus. Subsequently, the FE model of the partially slotted steel plate wall was developed to study mechanical properties by comparing it with the test specimen. The analysis results show that the partially slotted infill plate can fully play the tension field and avoid the beam’s in-span bending, which effectively improves the structural ductility and energy consumption. Although the partially slotted infill plate will weaken the lateral resistance, the partially slotted SPSW still accounts for 75% of that one without slots in lateral bearing capacity. Additionally, the ductility of this partially slotted one is up to 5.79, and its equivalent viscous damping ratio reaches 30%.

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Cimellaro, Gian Paolo, and Sebastiano Marasco. "Seismic Modeling of Infill Walls." In Introduction to Dynamics of Structures and Earthquake Engineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-72541-3_16.

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6

Shi, Dingding. "Seismic performance of infilled wall-steel frame structure." In Advances in Civil Engineering: Structural Seismic Resistance, Monitoring and Detection. CRC Press, 2022. http://dx.doi.org/10.1201/9781003310884-12.

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7

Furtado, Andre Filipe. "Simplified Macro-modelling of Infill Masonry Walls Seismic Behaviour." In Springer Theses. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-20372-5_7.

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8

Mi, Xufeng, Lin Wang, and Guobao Zhou. "Analysis Model for Concrete Infill Slit-Wall." In Computational Structural Engineering. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_139.

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Lombillo, I., Y. Boffill, J. Pinilla, E. Moreno, and H. Blanco. "Characterization of Ancient Mixed Masonry Structures of Brickwork Infilled by Cobblestone Wall." In Case Studies in Building Rehabilitation. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-49202-1_2.

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Karadogan, Faruk, Sumru Pala, Alper Ilki, et al. "Improved Infill Walls and Rehabilitation of Existing Low-Rise Buildings." In Seismic Risk Assessment and Retrofitting. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2681-1_19.

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Тези доповідей конференцій з теми "INFILLED WALLS"

1

Aliyu, Ahmad Mubarak, and Adamu Kabiru. "Influence of infill wall in RC frames." In 22nd International Scientific Conference Engineering for Rural Development. Latvia University of Life Sciences and Technologies, Faculty of Engineering, 2023. http://dx.doi.org/10.22616/erdev.2023.22.tf214.

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The function of infilled masonry reinforced concrete (RC) frame buildings during severe events such as blast caused by explosions or earth movement – earthquake and other significant lateral displacement could seriously damage a supporting frame column, causing the frame to collapse completely or partially. The behaviour of a framed structure associated with loss of supporting column as a result of vertical gravitational loading imbalance has received less attention in recent studies. When a supporting column is removed in a framed structure, it is assumed that the member deflection increases

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2

Wang Meng, He Mingsheng, Lu Junlong, and Huang Wei. "Numerical analysis of MTMD by infilled-walls in frame structures." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776118.

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3

Furtado, André, Hugo Rodrigues, António Arêde, Humberto Varum, and Pedro Delgado. "PERFORMANCE ASSESSMENT OF INFILLED RC STRUCTURES CONSIDERING THE INFILL MASONRY WALLS OUT-OF-PLANE BEHAVIOUR." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5455.18547.

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4

Qin, Rong, Guo Lanhui, Fan Feng, and Zhang Sumei. "Seismic behavior of composite frame infilled composite steel plate shear walls." In 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769262.

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5

Elesawy, Alaa, and Mustafa Batikha. "Structural behaviour of steel plate infilled outrigger wall system." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1265.

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<p>The resistance of lateral loads is historically the main challenge in tall buildings. Structural Engineers always strive to find a redundant lateral resisting system that provides the required structural resistance, unleashes the architectural expression, optimizes the quantities and improves the constructability. Because of the increased stiffness together with the overturning resistance they provide and being a cost-effective solution, the outrigger systems are very efficient against the lateral loads in tall buildings. Conventionally, steel truss and reinforced concrete walls are u

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Han, Jianping, Zhenlong Zhang, Linjie Huang, and Xiaoyun Sun. "INFLUENCE OF IN-PLANE AND OUT-OF-PLANE INTERACTION OF INFILL WALLS ON GLOBAL COLLAPSE RESISTANCE CAPACITY OF INFILLED RC FRAME." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5653.18616.

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7

Memari, A. M., and M. Aliaari. "Seismic Isolation of Masonry Infill Walls." In Structures Congress 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)17.

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Mertz, Greg, and Thomas Houston. "Seismic Analysis of Reinforced Concrete Walls With Granular Infill." In ASME 2006 Pressure Vessels and Piping/ICPVT-11 Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/pvp2006-icpvt-11-93610.

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Reinforced concrete walls sandwiching granular infill may be used to enhance missile protection of selected facilities. Two behaviors complicate the seismic response of the assemblage of granular material contained by the two concrete wall elements. First, the granular material tends to settle when the walls pull apart in a breathing mode. This settling increases the lateral pressure acting on each wall, generating a set of forces that acts to spread the walls apart. Settling of the granular material combined with spreading of the walls results in breathing mode deformations that can occur in

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Budiwati, Ida Ayu Made, and Made Sukrawa. "Development of diagonal strut width formula for infill wall with reinforced opening in modeling seismic behavior of RC infilled frame structures." In HUMAN-DEDICATED SUSTAINABLE PRODUCT AND PROCESS DESIGN: MATERIALS, RESOURCES, AND ENERGY: Proceedings of the 4th International Conference on Engineering, Technology, and Industrial Application (ICETIA) 2017. Author(s), 2018. http://dx.doi.org/10.1063/1.5042918.

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10

Yeh, Yung-Hsin, and Wen-I. Liao. "Cyclic Performance of Two-Story Ductile RC Frames With Infill Walls." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71453.

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This paper presents the results of the experimental and analytical investigations conducted on four 0.8 scale 2-story one bay ductile reinforced concrete frames with infill nonstructural walls subjected to cyclically increasing loads. The material properties and the member sizes of beams and columns in the four RC frame specimens are identical, but with different types of infill nonstructural wall. These four frames are the pure frame, frame with short column, frame with short beam and frame with wing walls. The four RC frame specimens were designed and constructed according to the general pro

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Звіти організацій з теми "INFILLED WALLS"

1

Guo, Yan-Lin, Xiao Yang, Peng Zhou, Jing-Shen Zhu, and Meng-Zheng Wang. DESIGN METHOD OF WALL PANEL STABILITY OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS UNDER AXIAL COMPRESSION. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.124.

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2

Zhu, Jing-Shen, Yan-Lin Guo, Meng-Zheng Wang, and Xiao Yang. FAILURE MECHANISM OF STEEL CORRUGATED-PLATES IN CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS UNDER COMPRESSIONS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.077.

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3

Guo, Yan-Lin, Meng-Zheng Wang, Jing-Shen Zhu, and Xiao Yang. LOAD-BEARING CAPACITY OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS WITH T-SECTION UNDER COMBINED AXIAL COMPRESSION AND BENDING MOMENT. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.076.

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4

Al-Chaar, Ghassan L., and Armin Mehrabi. Constitutive Models for Nonlinear Finite Element Analysis of Masonry Prisms and Infill Walls. Defense Technical Information Center, 2008. http://dx.doi.org/10.21236/ada496667.

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5

SEISMIC COLLAPSE AND DEBRIS DISTRIBUTION OF STEEL FRAME STRUCTURES WITH INFILL WALLS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.315.

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Urban buildings will collapse when subjected to extreme earthquake. Debris caused by collapse can block roads, hinder rescue and increase casualties. Therefore, predicting the collapsed debris scope makes sense for earthquake damage estimation and urban disaster reduction. To solve the problem of element disappearance in the finite element method, the animation simulation technology is introduced in this study. The complete collapse process of steel frame structures with infill walls characterized by different height-width ratios and length-width ratios is simulated, and the distribution of co

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