Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Kawaguchi, Hiromitsu"'
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
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. 27:73-83
Current Tsunami disaster events have indicated that the needs of Tsunami evacuation buildings. Such buildings should be designed to withstand not only wave pressure of Tsunami but also collision of flotsam carried by Tsunami. With respect to the wave
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
Autor:
Effendi, Mahmud Kori, Zaitsu, Shuhei, Kawaguchi, Hiromitsu, Kawano, Akihiko, Matsuo, Shintaro, Tsuda, Keigo, Kido, Masae
Publikováno v:
Applied Mechanics and Materials; June 2014, Vol. 575 Issue: 1 p497-500, 4p