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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Autori principali:	Bigya Gyawali, Laxman Khanal, Mijia Yang, Peyman Harirchi
Natura:	Artigo
Lingua:	Inglês
Pubblicazione:	MDPI AG 2025-12-01
Serie:	Buildings
Soggetti:	box girder bridge earthquake inelastic displacement demand amplification factor
Accesso online:	https://www.mdpi.com/2075-5309/15/24/4458
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