Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion

Author:

Liu Bali,Hu JinjunORCID,Xie Lili

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference61 articles.

1. Adam C, Kampenhuber D, Ibarra LF (2017) Optimal intensity measure based on spectral acceleration for P-delta vulnerable deteriorating frame structures in the collapse limit state. Bull Earthq Eng 15(10):4349–4373

2. Akkar S, Ozen O (2005) Effect of peak ground velocity on deformation demands for SDOF systems. Earthq Eng Struct Dyn 34:1551–1571

3. Araya R, Saragoni R (1980) Capacidad de los movimientos sísmicos de producir daño estructural. Division of Structural Engineering, Department of Engineering, University of Chile, Santiago

4. Arias A (1970) A measure of earthquake intensity. In: Hansen R (ed) Seismic Design of Nuclear Power Plants. MIT Press, Cambridge, pp 438–483

5. Baker JW (2007) Probabilistic structural response assessment using vector-valued intensity measures. Earthq Eng Struct Dyn 36(13):1861–1883

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