Shake table tests of suspended ceilings to simulate the observed damage in the M s7.0 Lushan earthquake, China

Author:

Wang Duozhi,Dai Junwu,Qu Zhe,Ning Xiaoqing

Publisher

Springer Science and Business Media LLC

Subject

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

Reference28 articles.

1. ANCO (1983), Seismic Hazard Assessment of Nonstructural Ceiling Components-Phase I, ANCO Engineering, Inc. Culver City, CA.

2. ASCE (2010), Minimum Design Loads for Buildings And Other Structures, ASCE/SEI Standard 7-10, American Society of Civil Engineers, Reston.

3. Badillo-Almaraz H, Whittaker AS and Reinhorn AM (2007), “Seismic Fragility of Suspended Ceiling Systems,” Earthquake Spectra, 23(1): 21–40.

4. China Earthquake Administration (CEA) (2013), Earthquake Intensity Map of M7.0 ‘4.20’Lushan Earthquake in Sichuan, Released on April 25. (in Chinese)

5. China Institute of Building Standard Design and Research (CIBSDR) (2012), Indoor Decoration: Suspended Ceiling Inside, National Standard Design 12J502-2, Beijing, China Planning Press, pp. 60-113. (in Chinese)

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