Seismic Damage Assessment of SMA-Retrofitted Multiple-Frame Bridge Subjected to Strong Main Shock–Aftershock Excitations-Reference-Cited by-同舟云学术

Seismic Damage Assessment of SMA-Retrofitted Multiple-Frame Bridge Subjected to Strong Main Shock–Aftershock Excitations

Published:2018-01 Issue:1 Volume:23 Page:04017113
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Jung Donghyuk¹,Andrawes Bassem²

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews, Urbana, IL 61081.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews, Urbana, IL 61081 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001164

Reference30 articles.

1. Andrawes B. and Shin M. (2008). “Seismic retrofit of bridge columns using innovative wrapping technique.” Proc. Structures Congress 2008 Reston VA 1–10. 10.1061/41016(314)40

2. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE 7-2010 Reston VA.

3. Caltrans (1995). Bridge design practice Sacramento CA.

4. Caltrans. (2006). Visual catalog of reinforced concrete bridge damage Sacramento CA.

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