VALIDITY OF CLASSIFICATION SYSTEMS OF SEMIRIGID CONNECTIONS

被引:13
作者
GOTO, Y [1 ]
MIYASHITA, S [1 ]
机构
[1] GIFU NATL COLL TECHNOL,DEPT CIVIL ENGN,GIFU 50104,JAPAN
关键词
SEMIRIGID CONNECTION; CLASSIFICATION; STEEL FRAME; LOAD-CARRYING CAPACITY;
D O I
10.1016/0141-0296(95)00013-W
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The validity of the EC3 classification system for connections is reviewed by examining the elastic-plastic overall critical behaviour of frames. As a result, it is observed from the numerical results that the semirigid frames exhibit a load-carrying capacity almost comparable to that of rigid frames even when the connection rigidity of the semirigid frames is much lower than that specified by EC3 as the boundary between rigid and semirigid, This implies that the EC3 requirement for the connections to be classified as rigid may be rather restrictive in terms of the load-carrying capacity of frames. In addition to the EC3 classification system, some comments are also made on the other classification system proposed by Bjorhovde et al.
引用
收藏
页码:544 / 553
页数:10
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