Numerical Modeling Strategy for the Simulation of Nonlinear Response of Slender Reinforced Concrete Structural Walls

A three-dimensional nonlinear modeling strategy for simulating the seismic response of slender reinforced concrete structural walls with different cross-sectional shapes is presented in this paper. A combination of nonlinear multi-layer shell elements and displacement-based beam-column elements are...

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Veröffentlicht in:	Computer modeling in engineering & sciences Jg. 120; H. 3; S. 583 - 627
Hauptverfasser:	Mohammed, Mohammed A., Barbosa, Andre R.
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Henderson Tech Science Press 01.01.2019
Schlagworte:	Bar Buckling Bars Beam-columns Buckling Computer simulation Concrete Cross-sections Finite Element Modeling Low-Cycle Fatigue Mathematical models Multilayers Nonlinear response Reinforced concrete Reinforced Concrete Structural Walls Reinforcing steels Seismic response Steel structures Strategy Three dimensional models Walls
ISSN:	1526-1492, 1526-1506, 1526-1506
Online-Zugang:	Volltext
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