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The Design Method of a New Type of CFST Column Joint
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:
Chen Xing|Heng-Qiang Su|Jian Cai |Xiao-qin Zhao|
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
INFLUENCES OF RIGIDITY OF ADJACENC WEB MEMBERS ON EFFECTIVE LENGTH OF COMPRESSIVE WEB MEMBERS IN TRU
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