Damage evaluation of reinforced concrete frame based on a combined fiber beam model
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Physics and Astronomy
Link
http://link.springer.com/content/pdf/10.1007/s11433-013-5388-7.pdf
Reference12 articles.
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2. Cofer W F, Zhang Y, McLean D I. A comparison of current comput er analysis methods for seismic performance of reinforced concrete members. Finite Elem Anal Des, 2002, 38(9): 835–861
3. Zhang S M, Liu J P. Seismic behavior and strength of square tube confined reinforced-concrete (STRC) columns. J Constr Steel Res, 2007, 63(9): 1194–1207
4. Kim K D, Engelhardt M D. Beam-column element for nonlinear seismic analysis of steel frames. J Struct Eng, 2000, 126(8): 916–925
5. El-Sheikh M T, Sause R, Pessiki S, et al. Seismic behavior and design of unbonded post-tensioned precast concrete frames. PCI J, 1999, 44(3): 54–71
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