位置：成果数据库 > 会议 > 会议详情页
Study on the Loading Transferring Efficiency of Large Dimension CFT Column in Joint Zone with Intern
  • 所属机构名称：同济大学
  • 会议名称：SEMC2013
  • 时间：2013.7.16
  • 成果类型：会议
  • 相关项目：动力荷载下基于全程耗能机制的钢结构性态与设计方法
作者： Yiyi Chen|Xianzhong Zhao|Nannan Yan|Siyu Wu|
同会议论文项目
动力荷载下基于全程耗能机制的钢结构性态与设计方法
期刊论文 58 会议论文 27
同项目会议论文
Experimental study on tension-only concentrically braced frame with stiffened beam-through connectio
The concept of ‘buckling hinge’ in H-shaped steel member with non-plastic element and the usage in s
Seismic behaviour and energy dissipating ability of steel frame composed of members with non-compact
H型截面钢构件相关屈曲及腹板高厚比限值
Cyclic full-scale test of a two-story special steel beam-through braced frame for industrialized ste
Improvement in SSWS design and study on the performance of steel frame-SSWS system
Cyclic testing and analysis of bolted continuous I-beam-to-hollow section column connections
分层装配式支撑钢结构梁贯通式节点的数值模拟方法
CYCLIC TESTING OF BOLTED CONTINUOUS I-BEAM-TO-HOLLOW SECTION COLUMN CONNECTIONS
HYSTERETIC BEHAVIOR OF H STEEL COLUMNS WITH LARGE WIDTHTHICKNESS RATIOS UNDER BI-AXIS MOMENTS
Improving seismic performance of steel moment connections with noncompact beam web
Study on the behavior of panel zone with vertical stiffener in steel moment resistant frames
Ultra low cycle fatigue failure prediction of structural steel based on continuum damage mechanics
Finite element evaluation of longitudinally stiffened steel moment connections under cyclic loading
钢管中心支撑滞回性能的数值模拟
Design method of steel plate wall with slits considering energy dissipation
Experimental investigation on new ring-beam connections for concrete-filled tubular column and RC be
Experimental study to calibrate cyclic micromechanics-based fracture models of Q345 steel
Experimental research on hysteretic behavior of non-diaphragm joint connecting cold-formed steel tub
Weak panel zone design in steel frame
Experimental research on hysteretic behavior of non-diaphragm joint connecting cold-formed steel tub
Experimental study on hysteretic behavior of thin-walled H-shaped steel beam columns under compressi
适于钢框架H形柱梁连接的模块化耗能节点设计与构造优化
Experimental evaluation of CHS KK-joints under out-of-plane bending for seismic applications
钢管柱-H形梁节点中的模块化耗能技术探讨
H形截面轴压钢构件弹塑性局部屈曲分析