Seismic Design Forces for Ancillary Elements in Multi-storey Steel Framed Structures

Author:

Elghazouli Ahmed Y.ORCID,Ding Xiapeng,Liapopoulou Maria

Publisher

Springer Nature Switzerland

Reference20 articles.

1. Baird, A., Tasligedik, A.S., Palermo, A., Pampanin, S.: Seismic performance of vertical nonstructural components in the 22 February 2011 christchurch earthquake. Earthq. Spectra 30(1), 401–425 (2014)

2. Perrone, D., Calvi, P.M., Nascimbene, R., Fischer, E.C., Magliulo, G.: Seismic performance of non-structural elements during the 2016 Central Italy earthquake. Bull. Earthq. Eng. 17(10), 5655–5677 (2019)

3. Filiatrault, A., Christopoulos, C., Stearns, C.: Guidelines, specifications, and seismic performance characterization of nonstructural building components and equipment. Pacific Earthquake Engineering Research Center (2002)

4. Taghavi, S., Miranda, E.: Seismic demand assessment on acceleration-sensitive building nonstructural components. Proceedings of the 8th National Conference on Earthquake Engineering, San Francisco, California, USA (2006)

5. Obando, J.C., Lopez-Garcia, D.: Inelastic displacement ratios for nonstructural components subjected to floor accelerations. J. Earthquake Eng. 22(4), 569–594 (2018)

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