Optimal ground motion intensity measure for seismic assessment of high-rise reinforced concrete structures

Author:

Rong Xian-Liang,Yang Jing-heng,Jun Luo,Zhang Yi-Xin,Zheng Shan-Suo,Dong Liguo

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference58 articles.

1. B. Alavi, H. Krawinkler, Effects of near-fault ground motions on frame structures. Blume Earthquake Engineering Center, Stanford, CA, 2001, Report No.138.

2. FEMA. Seismic performance assessment of buildings, FEMA P-58–1. Applied Technology Council for the Federal Emergency Management Agency, Washington, DC, 2012.

3. Scalar structure-specific ground motion intensity measures for assessing the seismic performance of structures: a review;Kostinakis;J. Earthq. Eng.,2017

4. Development of an improved ground motion intensity measure for super high-rise buildings;Lu;J. Build. Struct.,2014

5. Prediction of inelastic structural response using an average of spectral accelerations;Bianchini;Proc. 10th Int. Conf. Struct. Saf. Reliab., Osaka, Jpn.,2009

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