Constant damage inelastic permanent period shift ratios spectra

Author:

Li Bohai,Hu Jinjun,Liu Bali,Xie Lili

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference84 articles.

1. Çelebi M. On the variation of fundamental frequency (period) of an undamaged building-a continuing discussion. In: Proceedings of the International Conference on Experimental Vibration Analysis for Civil Engineering Structures, Porto, Portugal. 2007.

2. The observed wander of the natural frequencies in a structure;Clinton;Bull Seismol Soc Am,2006

3. Dunand F., Guéguen P., Bard P.Y., Rodgers J., Celebi M. Comparison of the dynamic parameters extracted from weak, moderate and strong building motion. In:1st European Conference of Earthquake Engineering and Seismology. 2006, 1021.

4. Transient and long-term changes in seismic response of the natural resources building, Olympia, Washington, due to earthquake shaking;Bodin;J Earthq Eng,2012

5. Amplitude-dependent model updating of masonry buildings undergoing demolition;Martakis;Smart Struct Syst,2021

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