Effects of strain gradients in the onset of global buckling in slender walls due to earthquake loading-Reference-Cited by-同舟云学术

Effects of strain gradients in the onset of global buckling in slender walls due to earthquake loading

Published:2020-03-16 Issue:7 Volume:18 Page:3205-3221
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Parra P. F.,Moehle J. P.

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/s10518-020-00821-3.pdf

Reference21 articles.

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2. Applied Technology Council (ATC) (2014) Recommendations for seismic design of reinforced concrete wall buildings based on studies of the 2010 Chile earthquake. ATC-94, Redwood City

3. Chai YH, Elayer DT (1999) Lateral stability of reinforced concrete columns under axial reversed cyclic tension and compression. ACI Struct J 96(5):780–789

4. Feenstra PH (1993) Computational aspects of biaxial stress in plain and reinforced concrete. Ph.D. Thesis, TU Delft, The Netherlands

5. Feenstra PH, De Borst RD, Rots JG (1991a) Numerical study on crack dilatancy part I: models and stability analysis. J Eng Mech 117(4):733–753

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