Nobuyuki Izumi
Chiba University
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Archive | 2012
Toshimi Kabeyasawa; Yoshiaki Nakano; Masaki Maeda; Kazuhiro Kitayama; Daisuke Kato; Toshikatsu Ichinose; Akira Tasai; Koichi Kusunoki; Hitoshi Shiohara; Nobuyuki Izumi; Toshikazu Kabeyasawa; Masanori Tani; Kazuhiro Watanabe
Typical damages to reinforced concrete buildings, both by the ground motions and the tsunami waves, are outlined in this section. The report herein is based primarily on the field survey of the AIJ members and collected through the members of the Reinforced Concrete Steering Committee of AIJ. The typical damages to reinforced concrete buildings are described below through the reports on the buildings selected and available for detailed survey. The damage reports below are translated selectively from the Chap. 6, Sect. 6.2 of AIJ report in Japanese version, which contains more photos and figures, especially on the structural plans as well as the damage rate evaluation of members. The reports on the buildings below are arranged as from the Japanese version: (1) school buildings located from north to south (Iwate, Miyagi, Fukushima and Kanto areas), (2) government offices, (3) residential buildings.
Earthquake Engineering & Structural Dynamics | 2001
Morimasa Watakabe; Masanobu Tohdo; Osamu Chiba; Nobuyuki Izumi; Hiromichi Ebisawa; Takafumi Fujita
Archive | 2001
Nobuyuki Izumi; Takashi Shimizu; 信之 和泉; 隆 清水
Archive | 2003
Nobuyuki Izumi; 信之 和泉
Archive | 2000
Nobuyuki Izumi; Takashi Shimizu; Hiroyuki Takenaka; 信之 和泉; 隆 清水; 啓之 竹中
Archive | 2006
Satoshi Hamada; Nobuyuki Izumi; 信之 和泉; 聡 濱田
Archive | 2007
Satoshi Hamada; Nobuyuki Izumi; 信之 和泉; 聡 濱田
Archive | 2003
Nobuyuki Izumi; 信之 和泉
Concrete Research and Technology | 2014
Hongchen Sun; Takashi Kashiwazaki; Nobuyuki Izumi; Hiroshi Noguchi
Archive | 2008
Nobuyuki Izumi; Takahiro Watabe; Takashi Shimizu; Keigo Senda
