Evaluation of the critical plastic region length in slender reinforced concrete bridge columns-Reference-Cited by-同舟云学术

Evaluation of the critical plastic region length in slender reinforced concrete bridge columns

Published:2016-10 Issue: Volume:125 Page:280-293
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Babazadeh Ata,Burgueño Rigoberto,Silva Pedro F.

Funder

U.S. National Science Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference40 articles.

1. Applied Technology Council, ATC-32. Improved seismic design criteria for california bridges: provisional recommendations. Redwood City (CA); 1996.

2. Seismic design and retrofit of bridges;Priestley,1996

3. Transportation Research Board, Synthesis 440. Performance-based seismic bridge design. Washington D.C.: National Cooperative Highway Research Program; 2013.

4. Efficient beam-column element with variable inelastic end zones;Lee;J Struct Eng,2009

5. Canadian Standard Association. Design of concrete structures. CAN/CSA-A23.3-04. Mississauga, Ontario (Canada); 2004.

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