位置：成果数据库 > 会议 > 会议详情页
INFLUENCES OF RIGIDITY OF ADJACENC WEB MEMBERS ON EFFECTIVE LENGTH OF COMPRESSIVE WEB MEMBERS IN TRU
  • 所属机构名称：华南理工大学
  • 会议名称：International Symposium on Innovation & Sustainability of Structures in Civil Engineering
  • 成果类型：会议
  • 相关项目：新型带约束拉杆异形截面钢管混凝土柱的研究
作者： Yi Wu|Jian Cai|Guang-qun Su|Chun Yang|
同会议论文项目
新型带约束拉杆异形截面钢管混凝土柱的研究
期刊论文 53 会议论文 13
同项目会议论文
A New Reinforced Concrete Frame Structure
SHEAR CAPACITY OF SIMPLE SUPPORTED RC BEAM WITH WEB OPENING
Experiment on L-shape CFT stub columns with binding bars subjected to eccentric compression
Curvature Ductility of T-shaped RC Column
EXPERIMENTAL INVESTIGATION OF STEEL TRUSS REINFORCED CONCRETE TRANSFER BEAM
The Mechanical Behavior of a New Type of CFST Column Joint
FINIT ELEMENT INVESTIGATION OF CONCRETE DEEP BEAM REINFORCED BY STEEL FRAME
The Design Method of a New Type of CFST Column Joint
INFLUENCE FACTORS ON DRILLED-PILE SIDE SOIL RESISTANCE
NON-LINEAR FINIT ELEMENT ANALYSIS ON THE SPATIAL CAST-STEEL JOINT CONNECTION MULTIPLE MEMBERS
THE EFFECTIVE LENGTH OF COMPRESSIVE CHORD MEMBERS IN STEEL TRUSS STRUCTURE
characteristics of BEARING CAPACITY of Square CFST Columns with Binding Bars under Eccentric loads9