Hybrid approach for simulating shear–flexure interaction in RC walls with nonlinear truss and fiber models-Reference-Cited by-同舟云学术

Hybrid approach for simulating shear–flexure interaction in RC walls with nonlinear truss and fiber models

Published:2019-07-11 Issue:12 Volume:17 Page:6437-6462
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Arteta Carlos A.^ORCID,Araújo Gustavo A.,Torregroza Andrés M.,Martínez Andrés F.,Lu Yuan

Funder

CEER - Colombian Eartthquake Engineering Research Network

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/s10518-019-00681-6.pdf

Reference41 articles.

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2. Arteta CA, Abrahamson NA (2019) Conditional scenario spectra (CSS) for hazard-consistent analysis of engineering systems. Earthq Spectra 35(2):737–757. https://doi.org/10.1193/102116eqs176m

3. Beyer K, Dazio A, Priestley MJN (2011) Shear deformations of slender reinforced concrete walls under seismic loading. ACI Struct J 108(2):167–177

4. Coleman J, Spacone E (2001) Localization issues in force-based frame elements. J Struct Eng 127(11):1257–1265. https://doi.org/10.1061/(Asce)0733-9445(2001)127:11(1257)

5. Dazio A, Beyer K, Bachmann H (2009) Quasi-static cyclic tests and plastic hinge analysis of RC structural walls. Eng Struct 31(7):1556–1571. https://doi.org/10.1016/j.engstruct.2009.02.018

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