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机译:通过全局局部分析评估钢制弯矩框架中梁柱连接的地震低周疲劳
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China,Beijing Collaborative Innovation Center for Metropolitan Transportation, Beijing 100124, China;
Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China;
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China;
Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China;
Seismic low-cycle fatigue; Steel moment resisting frame (SMRF); Beam-to-column connection; Global-local model; Cyclic void growth model (CVGM);
机译:钢制抗震框架中梁柱间焊接梁承载能力设计的未来方向
机译:钢制耐弯框架中焊接法兰螺栓腹板连接的低周疲劳行为的实验研究
机译:强震作用下钢框架梁柱焊接接头疲劳裂纹萌生寿命的精细分析
机译:钢框架框架中经加强弱化的梁对柱连接的地震测试和有限元分析
机译:钢制抗弯框架的后张摩擦阻尼连接的地震分析,设计和评估。
机译:低碳钢及其焊接接头的高循环低循环极低循环疲劳和单调断裂行为
机译:地震作用下钢弯矩框架结构梁柱焊接时疲劳裂纹的建模
机译:两个梁到列Web连接。两种梁柱间距地震力矩连接的替代设计和试验