Life Cycle Thinking–Based Decision Making for Bridges under Seismic Conditions. II: A Case Study on Bridges with Superelastic SMA RC Piers-Reference-Cited by-同舟云学术

Life Cycle Thinking–Based Decision Making for Bridges under Seismic Conditions. II: A Case Study on Bridges with Superelastic SMA RC Piers

Published:2022-06 Issue:6 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wanniarachchi Sandun¹^ORCID,Prabatha Tharindu¹^ORCID,Karunathilake Hirushie²^ORCID,Li Shuai³,Alam M. Shahria⁴^ORCID,Hewage Kasun⁵

Affiliation:

1. Graduate Research Assistant, School of Engineering, Univ. of British Columbia (Okanagan Campus), 1137 Alumni Ave., Kelowna, BC, Canada V1V 1V7. ORCID: .

2. Senior Lecturer, Dept. of Mechanical Engineering, Univ. of Moratuwa, Katubedda, Moratuwa 10400, Sri Lanka. ORCID: .

3. Research Assistant Professor, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, School of Civil Engineering, Southeast Univ., Nanjing, Jiangsu 210096, P.R. China.

4. Professor and Tier-1 Principal’s Research Chair in Resilient and Green Infrastructure, School of Engineering, Univ. of British Columbia (Okanagan Campus), 1137 Alumni Ave., Kelowna, BC, Canada V1V 1V7 (corresponding author). ORCID: .

5. Professor and FortisBC Smart Energy Chair, School of Engineering, Univ. of British Columbia (Okanagan Campus), 1137 Alumni Ave., Kelowna, BC, Canada V1V 1V7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001885

Reference23 articles.

1. Seismic performance of concrete frame structures reinforced with superelastic shape memory alloys

2. A Superelastic Shape-Memory-Alloy Beam Model

3. Seismic Fragility Assessment of Concrete Bridge Pier Reinforced with Superelastic Shape Memory Alloy

4. Seismic fragility assessment of highway bridges: a state-of-the-art review

5. Performance-Based Seismic Design of Shape Memory Alloy–Reinforced Concrete Bridge Piers. I: Development of Performance-Based Damage States

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