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Nonlinear seismic fragility analysis of a resilient precast post-tensioned segmental bridge pier (2022)

First Author: Ahmadi E

Attributed to: SPINE: Resilience-Based Design of Biologically Inspired Columns for Next-Generation Accelerated Bridge Construction funded by EPSRC

Abstract

No abstract provided

Bibliographic Information

Digital Object Identifier: http://dx.doi.org/10.1080/23789689.2022.2082644

Publication URI: http://dx.doi.org/10.1080/23789689.2022.2082644

Type: Journal Article/Review

Parent Publication: Sustainable and Resilient Infrastructure

Issue: 6