Seismic vulnerability assessment of precast post-tensioned segmental bridge piers subject to far-fault ground motions

Ehsan Ahmadi; Mohammad M. Kashani

doi:10.1016/j.istruc.2021.09.041

Seismic vulnerability assessment of precast post-tensioned segmental bridge piers subject to far-fault ground motions

Ehsan Ahmadi, Mohammad M. Kashani

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

16 Citations (SciVal)

Original language	English
Pages (from-to)	2566-2579
Number of pages	14
Journal	Structures
Volume	34
DOIs	https://doi.org/10.1016/j.istruc.2021.09.041
Publication status	Published (VoR) - 20 Sept 2021

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; accelerated bridge construction; incremental dynamic analysis; far-fault ground motions; seismic performance assessment

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10.1016/j.istruc.2021.09.041

https://www.sciencedirect.com/science/article/abs/pii/S2352012421008882?via%3Dihub

Cite this

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title = "Seismic vulnerability assessment of precast post-tensioned segmental bridge piers subject to far-fault ground motions",

keywords = "Precast post-tensioned segmental columns; accelerated bridge construction; incremental dynamic analysis; far-fault ground motions; seismic performance assessment",

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

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AU - Ahmadi, Ehsan

AU - Kashani, Mohammad M.

N1 - Funding Information: 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 ]. Publisher Copyright: © 2021 The Author(s)

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KW - Precast post-tensioned segmental columns; accelerated bridge construction; incremental dynamic analysis; far-fault ground motions; seismic performance assessment

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DO - 10.1016/j.istruc.2021.09.041

M3 - Article

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JO - Structures

JF - Structures

ER -

Seismic vulnerability assessment of precast post-tensioned segmental bridge piers subject to far-fault ground motions

Funding

Keywords

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