Predicting the Bounds of Vehicle-Induced Bridge Responses Using the Interval Analysis Method-Reference-Cited by-同舟云学术

Predicting the Bounds of Vehicle-Induced Bridge Responses Using the Interval Analysis Method

Published:2016-09 Issue:9 Volume:21 Page:04016046
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zou Qiling¹,Deng Lu²,Jiang Chao³

Affiliation:

1. Graduate Student, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

2. Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author).

3. Professor, State Key Laboratory of Advanced Design and Manufacturing for Vehicle Body, College of Mechanical and Vehicle Engineering, Hunan Univ., Changsha, Hunan 410082, 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.1943-5592.0000911

Reference26 articles.

1. Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles

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3. Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges

4. State-of-the-art review of dynamic impact factors of highway bridges;Deng L.;J. Bridge Eng.,2015

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