Progressive collapse resistance of composite frame with concrete-filled steel tubular column under a penultimate column removal scenario
In this study, static tests of six two-story three-span composite frames with concrete-filled
steel tubular (CFST) column under a penultimate column removal scenario were carried out …
steel tubular (CFST) column under a penultimate column removal scenario were carried out …
Multi-scale numerical simulation analysis of CFST column-composite beam frame under a column-loss scenario
Experimental studies are costly for human and financial resources, while numerical
simulation studies can further amplify the conclusions based on experimental results. The …
simulation studies can further amplify the conclusions based on experimental results. The …
Performance of the CFST column to composite beam connection under static and impact loads
A progressive collapse of structures is usually triggered by extreme incidents, especially
explosions and impacts, resulting in a dynamic response that differs from the conventional …
explosions and impacts, resulting in a dynamic response that differs from the conventional …
Experimental investigation of composite joints with concrete-filled steel tubular column under column removal scenario
This paper conducted an experimental investigation on the performance of composite joints
with concrete filled steel tubular (CFST) column under column removal scenario. Four …
with concrete filled steel tubular (CFST) column under column removal scenario. Four …
Fracture investigation of different welded steel beam-column connections under three-point bending test
Steel structures are frequently preferred in the construction sector due to their lightweight
and durability. Their durability, especially under static and dynamic loads, enables structures …
and durability. Their durability, especially under static and dynamic loads, enables structures …
Prefabricated bolted PEC beam-to-CFST column joints: Development and its seismic behavior
Y He, YG Zhao, S Lin, Z Zhang - Engineering Structures, 2024 - Elsevier
This paper developed a novel bolted connection of prefabricated partially encased
composite (PEC) beam to concrete-filled steel tubular (CFST) column by end-plates or π …
composite (PEC) beam to concrete-filled steel tubular (CFST) column by end-plates or π …
Progressive collapse mechanism analysis of concrete-filled square steel tubular column to steel beam joint with bolted–welded hybrid connection
JX Wang, Y Yang, W Xian, QY Li - International Journal of Steel Structures, 2020 - Springer
When vertical load-bearing members of building structures are subjected to accidental
loadings, such as an earthquake, fire or explosion, the remaining structure chiefly relies on …
loadings, such as an earthquake, fire or explosion, the remaining structure chiefly relies on …
[HTML][HTML] 中柱失效下钢管混凝土柱梁节点力学性能分析
戎贤, 张祥幸, 杜颜胜 - 重庆大学学报, 2019 - qks.cqu.edu.cn
为研究钢管混凝土柱-H 型钢梁下栓上焊节点在中柱失效模式下钢梁的传力性能,
设计了腹板连接板处开圆孔和长圆孔的2 根试件, 进行了静力加载试验研究 …
设计了腹板连接板处开圆孔和长圆孔的2 根试件, 进行了静力加载试验研究 …