Seismic force demands on acceleration-sensitive nonstructural components: a state-of-the-art review

Author:

Wang Tao,Shang Qingxue,Li Jichao

Publisher

Springer Science and Business Media LLC

Subject

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

Reference184 articles.

1. Adam C and Fotiu PA (2000), “Dynamic Analysis of Inelastic Primary-Secondary Systems,” Engineering Structures, 22(1): 58–71.

2. Adam C and Furtmüller T (2008a), “Seismic Response Characteristics of Nonstructural Elements Attached to Inelastic Buildings,” 7th European Conference on Structural Dynamics, paper 120.

3. Adam C and Furtmüller T (2008b), “Response of Nonstructural Components in Ductile Load-Bearing Structures Subjected to Ordinary Ground Motions,” Proceeding of 14th World Conference on Earthquake Engineering, October 12–17, Beijing, China.

4. Adam C, Furtmüller T and Moschen L (2013), “Floor Response Spectra for Moderately Heavy Nonstructural Elements Attached to Ductile Frame Structures,” Computational Methods in Earthquake Engineering, Springer, Dordrecht: 69–89.

5. Akhlaghi H and Moghadam AS (2008), “Height-Wise Distribution of Peak Horizontal Floor Acceleration (PHFA),” Proceeding of 14th World Conference on Earthquake Engineering, October 12–17, Beijing, China.

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