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Seismic Performance of Precast Post-Tensioned Segmental Bridge Piers with Shape Memory Alloy (SMA) Bars

Seismic Performance of Precast Post-Tensioned Segmental Bridge Piers with Shape Memory Alloy (SMA) Bars
Seismic Performance of Precast Post-Tensioned Segmental Bridge Piers with Shape Memory Alloy (SMA) Bars
In recent years, accelerated bridge construction (ABC) has led to substantial application of precast posttensioned segmental (PPS) bridge piers in bridge construction. However, PPS piers are not to be used in high-seismicity regions due to their low-energy dissipating capacity. To address this deficiency, this paper examines a segmental bridge pier with unbonded post-tensioned superelastic Shape Memory Alloy (SMA) bars through a Finite Element (FE) framework. The seismic performance of the PPS piers with SMA bars is investigated using far-field ground motions and incremental dynamic analysis (IDA). IDA curves of PPS piers are obtained for top drift and normalized base shear, and results are compared with the ones without SMA bars. It is seen that the PPS piers with SMA bars developed higher normalized base shear
responses, which is mainly due to their higher stiffness compared to the ones without SMA. However, the
PPS piers with SMA bars reduced the drift responses of the piers.
Kocakaplan, Sedef
8dafcb6f-9cba-4fbc-9406-0bc4dcaf36ab
Ahmadi, Ehsan
f1994ae0-2b3e-43c9-a595-032e801aae70
Kashani, Mohammed M.
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Kocakaplan, Sedef
8dafcb6f-9cba-4fbc-9406-0bc4dcaf36ab
Ahmadi, Ehsan
f1994ae0-2b3e-43c9-a595-032e801aae70
Kashani, Mohammed M.
d1074b3a-5853-4eb5-a4ef-7d741b1c025d

Kocakaplan, Sedef, Ahmadi, Ehsan and Kashani, Mohammed M. (2022) Seismic Performance of Precast Post-Tensioned Segmental Bridge Piers with Shape Memory Alloy (SMA) Bars. 12th National Conference on Earthquake Engineering, NCEE 2022, , Salt Lake City, United States. 27 Jun - 01 Jul 2022. 5 pp .

Record type: Conference or Workshop Item (Paper)

Abstract

In recent years, accelerated bridge construction (ABC) has led to substantial application of precast posttensioned segmental (PPS) bridge piers in bridge construction. However, PPS piers are not to be used in high-seismicity regions due to their low-energy dissipating capacity. To address this deficiency, this paper examines a segmental bridge pier with unbonded post-tensioned superelastic Shape Memory Alloy (SMA) bars through a Finite Element (FE) framework. The seismic performance of the PPS piers with SMA bars is investigated using far-field ground motions and incremental dynamic analysis (IDA). IDA curves of PPS piers are obtained for top drift and normalized base shear, and results are compared with the ones without SMA bars. It is seen that the PPS piers with SMA bars developed higher normalized base shear
responses, which is mainly due to their higher stiffness compared to the ones without SMA. However, the
PPS piers with SMA bars reduced the drift responses of the piers.

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Published date: 27 June 2022
Additional Information: Publisher Copyright: © 2022 12th National Conference on Earthquake Engineering, NCEE 2022 All rights reserved.
Venue - Dates: 12th National Conference on Earthquake Engineering, NCEE 2022, , Salt Lake City, United States, 2022-06-27 - 2022-07-01

Identifiers

Local EPrints ID: 468684
URI: http://eprints.soton.ac.uk/id/eprint/468684
PURE UUID: 245fda1a-8a25-4ca7-bdc9-12daf9afe785
ORCID for Mohammed M. Kashani: ORCID iD orcid.org/0000-0003-0008-0007

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Date deposited: 22 Aug 2022 17:11
Last modified: 17 Mar 2024 03:46

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Contributors

Author: Sedef Kocakaplan
Author: Ehsan Ahmadi

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