@inproceedings{oai:kumadai.repo.nii.ac.jp:00022085,
 author = {隋, 偉寧 and Sui, Weining and Yamanari, Minoru and 山成, 實 and 隋, 偉寧 and Sui, Weining and Yamanari, Minoru and 山成, 實},
 book = {Fourth International Conference on Advances in Steel Structures},
 month = {Jun},
 note = {application/pdf, 論文(Article), This paper describes about elastic-plastic characteristics of steel frames, which are made of rectangular hollow section columns and wide flange beams connected with external diaphragms. There are a lot of studies have been done with a planar frame method, and many important data have been concluded from it. But in fact, the structure is a three-dimensional frame. In order to know the data of the frame characteristics and use it to have design, the information only by planar frame’s analysis is not enough. It is important to have a study with three dimensions method. In the other paper, a study about circular columns and wide flange beams had been studied with three dimensions method. Here, a study of subassemblages with RHS columns was also done with three-dimensional methods. The external force is a biaxial lateral force, and the local deformation is generated at two directions’ flanges., http://198.81.200.2/science?_ob=ArticleURL&_udi=B84XH-4NJXJK2-5J&_user=4545557&_coverDate=06%2F26%2F2007&_alid=1415205152&_rdoc=1&_fmt=high&_orig=search&_cdi=34599&_docanchor=&view=c&_ct=1&_acct=C000008298&_version=1&_urlVersion=0&_userid=4545557&md5=25d7a066ebe5f9afe1a235162fed602f},
 pages = {295--300},
 publisher = {Elsevier},
 title = {Characteristics of 3D steel subassemblages withe steel RHS column and wide flange  beam stiffened by external diaphragm under biaxial  lateral force},
 year = {2005},
 yomi = {ズイ, エイネイ and ヤマナリ, ミノル and ズイ, エイネイ and ヤマナリ, ミノル}
}