Zobrazeno 1 - 2
of 2
pro vyhledávání: '"CFT Members"'
Autor:
Effendi, Mahmud Kori, Kawaguchi, Hiromitsu, Minami, Kosho, Kawano, Akihiko, Ninakawa, Toshihiko, Matsuo, Shintaro, Tsuda, Keigo, Kido, Masae
Publikováno v:
都市・建築学研究. 28:65-77
The frame analysis program by using a stress-fiber model is employed to the impact response analysis. The members are modeled by beam-column elements with a cross section consisting of stress fibers. The collision model is developed to consider that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::7cb5db141fe9e1b66b8bff2e908cba64
http://hdl.handle.net/2324/1785469
http://hdl.handle.net/2324/1785469
Autor:
Effendi, Mahmud Kori, Kawaguchi, Hiromitsu, Minami, Kosho, Kawano, Akihiko, Ninakawa, Tosihiko, Matsuo, Shintaro, Tsuda, Keigo, Kido, Masae
Publikováno v:
都市・建築学研究. 27:85-93
A nonlinear finite element analysis by MSC Marc (2012) is performed to evaluate bending behavior of concrete filled steel tubular (CFT) members subjected to sideways of Tsunami flotsam concentrated loads considering the concrete steel interface with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::c41d9439e566f3135a88c8d7a4f282cc
http://hdl.handle.net/2324/1560204
http://hdl.handle.net/2324/1560204