Probabilistic Seismic Demand Models for Shape Memory Alloy Retrofitted RC Bridge Columns-Reference-Cited by-同舟云学术

Probabilistic Seismic Demand Models for Shape Memory Alloy Retrofitted RC Bridge Columns

Published:2018-08 Issue:8 Volume:23 Page:04018050
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Deogekar Pratik Sharad¹,Andrawes Bassem²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Eng., Univ. of Illinois at Urbana-Champaign, 205 N. Matthews, Urbana, IL 61801.

2. Associate Professor, Dept. of Civil and Environmental Eng., Univ. of Illinois at Urbana-Champaign, 205 N. Matthews, Urbana, IL 61801 (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.1943-5592.0001213

Reference35 articles.

1. Andrawes B. and Shin M. (2008). “Seismic retrofitting of bridge columns using shape memory alloys.” 15th Int. Symp. on Smart Structures and Materials and Nondestructive Evaluation and Health Monitoring International Society for Optics and Photonics Bellingham WA.

2. ASTM. (2017). “Standard practices for cycle counting in fatigue analysis.” ASTM E1049-85 West Conshohocken PA.

3. NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s

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