@inproceedings{oai:kumadai.repo.nii.ac.jp:00023271,
 author = {Ohtsuka, Tomoko and Yamanari, Minoru and 山成, 實 and 大塚, 智子 and Yamanari, Minoru and 山成, 實},
 book = {鋼構造年次論文報告集},
 month = {Nov},
 note = {application/pdf, text/plain, application/pdf, 論文(Article), Research on positive usage of steel semi-rigid connections in earthquake-resistant design is rare in Japan. The authors aim to achieve the implementation of semi-rigid connection for the structural design. In spite that such connections are not strong as well as rigid, those can dissipate
energy under earthquake excitation. A modeling of the connections for 3D static and dynamic analysis was made to use a finite element method program for easy. The proposed method resolved into exact analysis results. Followed a suite of numerical work, the results lead quite fundamental information for 3D frame design.},
 pages = {13--20},
 publisher = {日本鋼構造協会},
 title = {立体半剛接合鋼重層モーメント骨組の動的性状に関する研究},
 volume = {17},
 year = {2009},
 yomi = {ヤマナリ, ミノル and ヤマナリ, ミノル}
}