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

Ehsan Ahmadi; Sedef Kocakaplan; Mohammad M. Kashani

doi:10.1080/23789689.2022.2082644

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

Ehsan Ahmadi, Sedef Kocakaplan, Mohammad M. Kashani^*

^*Corresponding author for this work

Research output: Contribution to journal › Article › peer-review

9 Citations (SciVal)

Original language	English
Journal	Sustainable and Resilient Infrastructure
DOIs	https://doi.org/10.1080/23789689.2022.2082644
Publication status	Published (VoR) - 9 Jun 2022

Funding

The authors acknowledge the support received by the UK Engineering and Physical Sciences Research Council (EPSRC) for a Prosperous Nation [grant number EP/R039178/1]: SPINE: Resilience-Based Design of Biologically Inspired Columns for Next-Generation Accelerated Bridge Construction].

Keywords

Precast post-tensioned segmental columns; resilience-based design; accelerated bridge construction; incremental dynamic analysis; pulse-like near-field ground motions; seismic performance assessment

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10.1080/23789689.2022.2082644

http://www.tandfonline.com/journals/tsri20

Cite this

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title = "Nonlinear seismic fragility analysis of a resilient precast post-tensioned segmental bridge pier",

keywords = "Precast post-tensioned segmental columns; resilience-based design; accelerated bridge construction; incremental dynamic analysis; pulse-like near-field ground motions; seismic performance assessment",

author = "Ehsan Ahmadi and Sedef Kocakaplan and Kashani, \{Mohammad M.\}",

year = "2022",

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language = "English",

journal = "Sustainable and Resilient Infrastructure",

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AU - Ahmadi, Ehsan

AU - Kocakaplan, Sedef

AU - Kashani, Mohammad M.

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KW - Precast post-tensioned segmental columns; resilience-based design; accelerated bridge construction; incremental dynamic analysis; pulse-like near-field ground motions; seismic performance assessment

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JO - Sustainable and Resilient Infrastructure

JF - Sustainable and Resilient Infrastructure

ER -

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

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Keywords

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