Evaluation of the structural damage of high-rise reinforced concrete buildings using ambient vibrations recorded before and after damage

Author:

Uebayashi Hirotoshi1,Nagano Masayuki2,Hida Takenori3,Tanuma Takehiko4,Yasui Mitoshi5,Sakai Shigeki6

Affiliation:

1. Research Reactor Institute; Kyoto University; Osaka Japan

2. Department of Architecture and Building Engineering; Tokyo University of Science; Tokyo Japan

3. Department of Architecture Graduate School of Engineering; The University of Tokyo; Tokyo Japan

4. Technology Research Institute; Urban Renaissance Agency; Yokohama Japan

5. Research and Development Center; Toda Corporation; Tsukuba-shi Japan

6. Technical Research Institute; Hazama Ando Corporation; Tsukuba-shi Japan

Funder

Grants-in-Aid for Scientific Research

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference26 articles.

1. Substitute-structure method for seismic design in R/C;Shibata;Journal of Structural Division,1976

2. FEMA 273 NEHRP guidelines for the seismic rehabilitation of buildings Applied Technology Council (ATC-33Project)

3. Inelastic displacement ratios for evaluation of existing structures;Ruiz-Garcia;Earthquake Engineering and Structural Dynamics,2003

4. Nonlinear response estimates of RC frames using linear analysis of SDOF systems;Yaghmaei-Sabegh;Earthquake Engineering and Structural Dynamics,2014

5. Hida T Nagano M Study on shaking and damages of super high-rise residential buildings during the 2011 off the pacific coast of Tohoku earthquake based on questionnaire survey Proceedings of the 15th World Conference on Earthquake Engineering 2012

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