Inelastic response analysis of reinforce
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Shu-Hsien Chao; Chin-Hsiung Loh
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Article
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2007
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John Wiley and Sons
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English
β 519 KB
## Abstract A modified force analogy method (MFAM) is developed to simulate the nonlinear inelastic response of reinforced concrete (RC) structures. Beamβcolumn elements with three different plastic mechanisms are utilized to simulate inelastic response caused by moment and shear force. A multiβlin