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Nonlinear response analysis for reinforced concrete structures in China

✍ Scribed by Wei Lian

Publisher: Elsevier Science
Year: 1990
Tongue: English
Weight: 33 KB
Volume: 8
Category: Article
ISSN: 0167-4730
DOI: 10.1016/0167-4730(90)90054-s

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## Abstract A modified force analogy method (MFAM) is developed to simulate the nonlinear inelastic response of reinforced concrete (RC) structures. Beam–column elements with three different plastic mechanisms are utilized to simulate inelastic response caused by moment and shear force. A multi‐lin