Damages to Reinforced Concrete Buildings

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

doi:10.1007/978-4-431-54097-7_4

Damages to Reinforced Concrete Buildings

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

Research Center for Green X-Tech

Research output: Chapter in Book/Report/Conference proceeding › Chapter › peer-review

Abstract

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.

Original language	English
Title of host publication	Preliminary Reconnaissance Report of the 2011 Tohoku-Chiho Taiheiyo-Oki Earthqake
Pages	149-196
Number of pages	48
DOIs	https://doi.org/10.1007/978-4-431-54097-7_4
Publication status	Published - 2012

Publication series

Name	Geotechnical, Geological and Earthquake Engineering
Volume	23
ISSN (Print)	1573-6059
ISSN (Electronic)	1872-4671

Keywords

Post-earthquake damage inspection
Residual seismic capacity ratio
School buildings
Seismic capacity index
Seismic strengthening/retrofit

Access to Document

10.1007/978-4-431-54097-7_4

Cite this

Kabeyasawa, T., Nakano, Y., Maeda, M., Kitayama, K., Kato, D., Ichinose, T., Tasai, A., Kusunoki, K., Shiohara, H., Izumi, N., Kabeyasawa, T., Tani, M., & Watanabe, K. (2012). Damages to Reinforced Concrete Buildings. In Preliminary Reconnaissance Report of the 2011 Tohoku-Chiho Taiheiyo-Oki Earthqake (pp. 149-196). (Geotechnical, Geological and Earthquake Engineering; Vol. 23). https://doi.org/10.1007/978-4-431-54097-7_4

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Kabeyasawa, T, Nakano, Y, Maeda, M, Kitayama, K, Kato, D, Ichinose, T, Tasai, A, Kusunoki, K, Shiohara, H, Izumi, N, Kabeyasawa, T, Tani, M & Watanabe, K 2012, Damages to Reinforced Concrete Buildings. in Preliminary Reconnaissance Report of the 2011 Tohoku-Chiho Taiheiyo-Oki Earthqake. Geotechnical, Geological and Earthquake Engineering, vol. 23, pp. 149-196. https://doi.org/10.1007/978-4-431-54097-7_4

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AU - Kitayama, Kazuhiro

AU - Kato, Daisuke

AU - Ichinose, Toshikatsu

AU - Tasai, Akira

AU - Kusunoki, Koichi

AU - Shiohara, Hitoshi

AU - Izumi, Nobuyuki

AU - Kabeyasawa, Toshikazu

AU - Tani, Masanori

AU - Watanabe, Kazuhiro

PY - 2012

Y1 - 2012

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AB - 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.

KW - Post-earthquake damage inspection

KW - Residual seismic capacity ratio

KW - School buildings

KW - Seismic capacity index

KW - Seismic strengthening/retrofit

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ER -

Damages to Reinforced Concrete Buildings

Abstract

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