Calibration of Model to Simulate Response of Reinforced Concrete Beam-Columns to Collapse

This paper describes the calibration of a phenomenological hinge model to simulate the nonlinear hysteretic response of reinforced concrete (RC) beam-columns under large deformations. The model is developed to enable simulation of the nonlinear dynamic response of RC frame buildings, from the initia...

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Veröffentlicht in:	ACI structural journal 2016-11, Vol.113 (6), p.1141-1141
Hauptverfasser:	Haselton, Curt B, Liel, Abbie B, Taylor-Lange, Sarah C, Deierlein, Gregory G
Format:	Artikel
Sprache:	eng
Schlagworte:	Analysis Beam-columns Calibration Computer simulation Earthquake resistant design Earthquakes Hysteresis Mathematical models Parameters Reinforced concrete Reinforcing steels Studies
Online-Zugang:	Volltext
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