Performance-Based Seismic Design of Shape Memory Alloy–Reinforced Concrete Bridge Piers. I: Development of Performance-Based Damage States-Reference-Cited by-同舟云学术

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

Published:2016-12 Issue:12 Volume:142 Page:04016140
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Billah A. H. M. Muntasir¹,Alam M. Shahria²

Affiliation:

1. Former Graduate Student, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V1V7; presently, Bridge Engineer, Parsons, Burnaby, BC, Canada V5H4M2.

2. Associate Professor, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V1V7 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001458

Reference58 articles.

1. Non-stationary spectral matching;Abrahamson N. A.;Seismol. Res. Lett.,1992

2. Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review

3. Analytical prediction of the seismic behaviour of superelastic shape memory alloy reinforced concrete elements

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

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