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机译:循环载荷下高强度钢端板连接的滞回特性及简化模拟方法
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China|Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China|Chongqing Steel Struct Ltd Co, Chongqing 400000, Peoples R China;
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China|Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China;
High-strength steel; End-plate connection; Experiment study; Hysteresis model; Multilinear model; Cracking problem; Damage cumulative model;
机译:循环加载下高强度钢端板连接的滞回行为及简化仿真方法
机译:不锈钢双延伸端板束柱关节的滞后性能受循环载荷
机译:循环单轴载荷下薄壁冷弯型钢构件的滞回性能模拟
机译:任意循环荷载下端板梁柱钢节点循环响应滞回模型的数值实现与标定
机译:扩展端板连接在周期性载荷下的力矩旋转行为,第二阶段强调了柱侧响应。
机译:加载频率和加载类型对高强度钢高周疲劳和超高周疲劳的影响
机译:端板连接半刚度空间钢框架滞回行为的实验研究与有限元分析
机译:高负荷恒定循环载荷下高强度钢的疲劳裂纹扩展