An efficient method based on shear models for structural seismic response prediction considering hysteretic characteristics
Author:
Funder
Institute of Engineering Mechanics, China Earthquake Administration
National Natural Science Foundation of China
Heilongjiang Touyan Innovation Team Program
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10518-024-02008-6.pdf
Reference78 articles.
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2. Alwashali H, Sen D, Jin K, Maeda M (2019) Experimental investigation of influences of several parameters on seismic capacity of masonry infilled reinforced concrete frame. Eng Struct 189:11–24. https://doi.org/10.1016/j.engstruct.2019.03.020
3. Aschheim M, Browning J (2008) Influence of cracking on equivalent SDOF estimates of RC frame drift. J Struct Eng 134:511–517. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(511)
4. Bai J, Chen H, Zhao J et al (2021a) Seismic design and subassemblage tests of buckling-restrained braced RC frames with shear connector gusset connections. Eng Struct 234:112018. https://doi.org/10.1016/j.engstruct.2021.112018
5. Bai J, Zhang J, Jin S et al (2021b) A multi-modal-analysis-based simplified seismic design method for high-rise frame-steel plate shear wall dual structures. J Constr Steel Res 177:106484. https://doi.org/10.1016/j.jcsr.2020.106484
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