|
|
|
|
|
Seongsik Park, Kyunghoi Kim, Tadashi Hibino, Yusuke Sakai, Taito Furukawa and Kyeongmin Kim
|
|
|
|
|
|
|
|
|
|
|
Walid Ahmad Safi, Yo Hibino, Koichi Kusunoki, Yasushi Sanada and Tomohisa Mukai
Following the observation of severe damage to structurally isolated non-structural reinforced concrete walls after major earthquakes, researchers began to reassess the effectiveness and connection detail of non-structural walls to moment-resisting frames...
ver más
|
|
|
|
|
|
|
|
|
|
|
Walid Ahmad Safi, Yo Hibino, Koichi Kusunoki, Tomohisa Mukai, Yasushi Sanada, Izumi Nakamura and Satoru Fukai
The required base shear and drift limit for post-disaster management buildings have increased in the Japanese Building Code following major seismic events. One method to satisfy these requirements for reinforced concrete frame buildings is to cast exteri...
ver más
|
|
|
|
|
|
|
|
|
|
|
Hibino Naohiko, Nagaoka Osamu, Morichi Shigeru, Ieda Hitoshi, Tomii Norio
Pág. 4370 - 4380
In Tokyo Metropolitan Area, there is one of the densest railway networks in the world. Passengers are provided with the high level services such as mutual direct and high frequent train operation. The passengers, however, suffer from the negative impact ...
ver más
|
|
|
|
|
|
|
|
|
|
|
A. Kaneko, Y. Homma, H. Hibino, and T. Ogino
Pág. -
|
|
|
|
|
|
|
|
|
|
|
Shi, Zihai; Ohtsu, Masayasu; Suzuki, Masaki; Hibino, Yoshihisa
Pág. 1085 - 1091
|
|
|
|
|
|