Influence of inelastic buckling on low-cycle fatigue degradation of reinforcing bars-Reference-Cited by-同舟云学术

Influence of inelastic buckling on low-cycle fatigue degradation of reinforcing bars

Published:2015-09 Issue: Volume:94 Page:644-655
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Kashani Mohammad M.,Barmi Aneeka K.,Malinova Viktoria S.

Funder

Earthquake Engineering Research Centre

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference28 articles.

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2. D.E. Lehman, J.P. Moehle, Seismic Performance of Well-Confined Concrete Columns, PEER Research Report 2000, University of California at Berkeley.

3. J. Brown, S.K. Kunnath, Low Cycle Fatigue Behavior of Longitudinal Reinforcement in Reinforced Concrete Bridge Columns, Technical Report MCEER-00-0007, 2000.

4. Inelastic buckling of reinforcing bars;Bae;J. Struct. Eng.,2005

5. Nonlinear uniaxial material model for reinforcing steel bars;Kunnath;J. Struct. Eng.,2009

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