Damage-Based Seismic Performance Evaluation of Reinforced Concrete Frames-Reference-Cited by-同舟云学术

Damage-Based Seismic Performance Evaluation of Reinforced Concrete Frames

Published:2013-09 Issue:3 Volume:7 Page:175-182
ISSN:1976-0485
Container-title:International Journal of Concrete Structures and Materials
language:en
Short-container-title:Int J Concr Struct Mater

Author:

Heo YeongAe,Kunnath Sashi K.

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40069-013-0046-z/fulltext.html

Reference17 articles.

1. ATC-40. (1996). Seismic evaluation and retrofit of concrete buildings (Vol. 1). Redwood City, CA: Applied Technology Council.

2. Bracci, J., Reinhorn, A. M., Mander, J. B. & Kunnath, S. K. Deterministic damage model for seismic damage evaluation of RC structures. NCEER report 89-0033. (1989). Buffalo, NY: State University of New York.

3. Brown, J., & Kunnath, S. K. (2004). Low-cycle fatigue behavior of reinforcing steel bars. ACI Materials Journal,101(6), 457–466.

4. Coffin, L. F. Jr. (1954). A study of the effect of cyclic thermal stresses on a ductile metal. American Society of Mechanical Engineers,76, 931–950.

5. Coffin, L. F. Jr. (1971). A note on low cycle fatigue laws. Journal of Materials,6, 388–402.

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