摘要
通过在冶金部建筑研究总院和西安冶金建筑学院所进行的134个试件的试验,对型钢砼柱、梁及节点的受力机理、破坏形态,变形与裂缝、延性及抗震性能进行了研究,并参照国外的经验,提出了型钢砼构件的强度计算方法。
Through the resu Its of 134 specimens tested by the Central Research Institute of Building and Construction of the Ministry of Metallugical Industry and the Xi'an Institute of Metallurgy and Construction Engineering, the load transter mechanism, failure modes, deformation, crack, ductility and aseismic behavior of steel reinforced concrete ( SRC ) members have been studied. Based on these tests and with reference to the research of others at home and abroad, the formulas for calculating the strength of steel reinforcedconcrete members are presented.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1991年第5期12-25,共14页
Journal of Building Structures
