Zobrazeno 1 - 4
of 4
pro vyhledávání: '"必要塑性変形性能"'
Autor:
Ogawa, Koji, Hirano, Tomohisa
Publikováno v:
日本建築学会構造系論文集. 558:197-204
This paper presents a seismic design procedure to estimate the ductility demanded of hysteretic dampers in steel frames. Critical parameters that control the earthquake response of steel frames with hysteretic dampers are characterized and incorporat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::d89b2895742546380eab62150a6e42ee
http://hdl.handle.net/2298/13142
http://hdl.handle.net/2298/13142
Autor:
Ogawa, Koji, Yokoyama, Noriyuki
Publikováno v:
日本建築学会構造系論文集. 547:177-184
The previous paper proposed a seismic design procedure to estimate the ductility demanded of beams in steel frames that sustain overall collapse mechanisms. In this paper, a method is presented to predict a collapse mechanism that can form with the g
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::afad2368ff4c1bb9246ec61e1c960177
http://hdl.handle.net/2298/13141
http://hdl.handle.net/2298/13141
Publikováno v:
日本建築学会構造系論文集. 537:121-128
This paper presents a seismic design procedure to estimate the ductility demanded of beams in strong column - weak beam steel frames. Critical parameters that control the earthquake response of steel frames are characterized and incorporated into the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f00478d5c8caf3a9225cd4a3f81c7a60
http://hdl.handle.net/2298/13138
http://hdl.handle.net/2298/13138
Autor:
Tomoko, Ohtsuka, Minoru, Yamanari
Publikováno v:
学術講演梗概集. C-1, 構造III, 木質構造, 鉄骨構造, 鉄骨鉄筋コンクリート構造. 2009:707-708
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::00853a2ee40f94dd5ad1966ff33459cf
http://hdl.handle.net/2298/26288
http://hdl.handle.net/2298/26288