Enhancing Seismic Displacement Prediction for Reinforced Concrete Box Girder Bridges Through Nonlinear Time History Analysis

Inelastic displacement ratios are critical parameters in the seismic design of reinforced concrete (RC) box girder bridges. Existing approaches of displacement prediction, including the Displacement Coefficient Method and the Capacity Spectrum Method, typically rely on simplified single-degree-of-fr...

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Bibliografische Detailangaben

Hauptverfasser:	Bigya Gyawali, Laxman Khanal, Mijia Yang, Peyman Harirchi
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	MDPI AG 2025-12-01
Schriftenreihe:	Buildings
Schlagworte:	box girder bridge earthquake inelastic displacement demand amplification factor
Online-Zugang:	https://www.mdpi.com/2075-5309/15/24/4458
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