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