Modal-based ground motion selection procedure for nonlinear response time history analysis of dual wall-frame structures-Reference-Cited by-同舟云学术

Modal-based ground motion selection procedure for nonlinear response time history analysis of dual wall-frame structures

Published:2021-11-03 Issue:2 Volume:20 Page:765-793
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Liu Yang^ORCID,Huang Qunxian,Liu Yang,Guo Zixiong,Kang Hao,Wang Xueying

Funder

National Natural Science Foundation of China

research start-up fund for high-level talents of huaqiao university

Publisher

Springer Science and Business Media LLC

Subject

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

Link

https://link.springer.com/content/pdf/10.1007/s10518-021-01264-0.pdf

Reference45 articles.

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2. Ansal A, Tönük G, Kurtuluş A (2018) Implications of site specific response analysis. ECEE 2018. Geotechnical, Geological and Earthquake Engineering, vol 46. Springer, Cham

3. ASCE (2017) Minimum design loads for buildings and other structures (ASCE/SEI 7-17). American Society of Civil Engineering, Reston, VA

4. Baker J (2011) Conditional mean spectrum: Tool for ground-motion selection. J Struct Eng 137(3):322–331

5. Baker J, Cornell C (2005) A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthq Eng Struct Dyn 34:1193–1217

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