研究论文
Novel kinked connection component (KCC) for enhanced progressive collapse performance in CFST column–steel beam joints
Long Zheng, Yu-Chen Zhang, Yan‐Li Shi, Wen-Da Wang, Yin-Quan Yu
Lanzhou University of Technology China Building Standard Design and Research Institute (China)
来源Engineering Structures
年份2026
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逐年被引趋势
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11
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29.46
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学术脉络
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工程Structural Load-Bearing Analysis
Structural Response to Dynamic Loads · Seismic Performance and Analysis
参考文献 35
Experimental investigation of beam-to-tubular column moment connections under column removal scenario
被引 116Ling Li, Wei Wang, Yiyi Chen · Journal of Constructional Steel Research · 2013
Performance of practical beam-to-SHS column connections against progressive collapse
被引 148Wei Wang, Cheng Fang, Xi Qin · Engineering Structures · 2015
A special reinforcing technique to improve resistance of beam-to-tubular column connections for progressive collapse prevention
被引 65Xi Qin, Wei Wang, Yiyi Chen · Engineering Structures · 2016
此处列出前 3 条
引用本文 11
Multistage performance design for enhancing progressive collapse resistance of earthquake-resilient steel frame joints
被引 0Jianpeng Wei, Junchao Zhang, Huiyun Qiao · Engineering Structures · 2026
Research on the influence of depth-to-span ratio on the collapse resistance of steel frames with corrugated webs
被引 0Zheng Tan, Fei-fei Zhao, Wei-hui Zhong · Journal of Building Engineering · 2026
Progressive collapse resistance of fully precast reinforced concrete spatial frame substructures with viscous dampers: Dynamic tests and numerical analysis
被引 0Kai Wang, Chenxin Yao, Jingang Xiong · Structures · 2026
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