Lifetime Deflections of Long-Span Bridges under Dynamic and Growing Traffic Loads-Reference-Cited by-同舟云学术

Lifetime Deflections of Long-Span Bridges under Dynamic and Growing Traffic Loads

Published:2017-11 Issue:11 Volume:22 Page:04017086
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Lu Naiwei¹,Beer Michael²,Noori Mohammad³,Liu Yang⁴

Affiliation:

1. Lecturer, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China; formerly, Postdoctoral Research Fellow, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China (corresponding author).

2. Professor, Institute for Risk and Reliability, Leibniz Univ. Hannover, Hannover 31509, Germany; Affiliated Professor, Institute for Risk and Uncertainty, Univ. of Liverpool, Liverpool L69 3BX, U.K.; Affiliated Professor, Shanghai Institute of Disaster Prevention and Relief, Tongji Univ., Shanghai 200092, China.

3. Professor, Dept. of Mechanical Engineering, California Polytechnic State Univ., San Luis Obispo, CA 93407; Affiliate Distinguished Professor, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China.

4. Professor, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha 410114, China.

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.1943-5592.0001125

Reference43 articles.

1. ANSYS [Computer software]. ANSYS Canonsburg PA.

2. On the ensemble crossing rate approach to time variant reliability analysis of uncertain structures

3. Framework of vehicle–bridge–wind dynamic analysis

4. Assessment dynamic ratio for traffic loading on highway bridges

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