MODAL IDENTIFICATION OF A HEAVILY DAMAGED NINE-STORY STEEL-REINFORCED CONCRETE BUILDING BY AMBIENT VIBRATION MEASUREMENTS-Reference-Cited by-同舟云学术

MODAL IDENTIFICATION OF A HEAVILY DAMAGED NINE-STORY STEEL-REINFORCED CONCRETE BUILDING BY AMBIENT VIBRATION MEASUREMENTS

Published:2015 Issue:3 Volume:15 Page:3_78-3_94
ISSN:1884-6246
Container-title:Journal of JAEE
language:en
Short-container-title:Journal of JAEE

Author:

IIYAMA Kahori¹,KURITA Satoshi²,MOTOSAKA Masato³,CHIBA Kazuki⁴,HIRAMATSU Hiroki⁵,MITSUJI Kazuya⁶

Affiliation:

1. Information Science and Engineering, Tokyo Institute of Technology

2. Department of Architecture, Tokyo University of Science

3. International Research Institute of Disaster Science, Tohoku University

4. Tokyu Construction Co., Ltd., Institute of Technology

5. Tokyo Soil Research Co., Ltd.

6. Department of Education, Art and Science, Yamagata University

Publisher

Japan Association for Earthquake Engineering

Reference27 articles.

1. 1) Tamura Y, Yoshida A et al.: Ambient vibration testing and modal identification of a 15-story office building due to FDD technique: Part 1 Ambient vibration testing and modal identification due to FDD, Summaries of Technical Papers of Annual Meeting of Architectural Institute of Japan, 2000, pp.979-980. (in Japanese)

2. 2) Hamamoto T and Inoue R: Member damage detection of multistory buildings using parallel model identification, Journal of Structural and Construction Engineering, Vol.655, 2010, pp.1661-1670. (in Japanese)

3. 3) Saito T: Probabilistic damage estimation through structural identification, Journal of Structural and Construction Engineering, Vol.557, 2002, pp.93-100. (in Japanese)

4. 4) Kondo I and Hamamoto T: Damage detection of multi-storey buildings using random response data from shaking table tests, Journal of Structural and Construction Engineering, Vol.473, 1995, pp.67-74. (in Japanese)

5. 5) Hamamoto T and Kondo I: Two-stage damage detection of eccentric multistory buildings using vertical and horizontal searching, Journal of Structural and Construction Engineering, Vol.519, 1999, pp.21-28. (in Japanese)

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