机译:非紧凑型梁腹板提高了钢力矩节点的延展性
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China,Department of Building Engineering, Tongji University, Shanghai 200092, China;
Department of Building Engineering, Tongji University, Shanghai 200092, China;
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China,Department of Building Engineering, Tongji University, Shanghai 200092, China;
Baosteel Engineering & Technology Group Co. Ltd., Shanghai 201900, China;
steel moment connection; noncompact beam web; longitudinal stiffener; ductility; experiment; finite element analysis;
机译:面板区域强度和梁腹板连接方法对减小型钢截面钢矩连接抗震性能的影响
机译:关于梁和连接件所需的延展性,以允许在钢框架结构中重新分配弯矩
机译:梁网中多不合物空隙的延伸率的延展性增强
机译:使用纵向加劲肋减轻球面矩框架连接中非紧凑细长梁的屈曲
机译:钢制抗弯框架通过焊接法兰板连接的位移延展性。
机译:腹板梁中多纵向空隙对北岭后连接件延性的增强
机译:混凝土板对减小梁截面连接的钢矩框架的延性,强度和刚度的影响
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