Lateral Vibration of High-Pier Bridges under Moving Vehicular Loads-Reference-Cited by-同舟云学术

Lateral Vibration of High-Pier Bridges under Moving Vehicular Loads

Published:2011-05 Issue:3 Volume:16 Page:400-412
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yin Xinfeng¹²³,Fang Zhi¹²³,Cai C. S.¹²³

Affiliation:

1. School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha 410114, Hunan, China.

2. College of Civil Engineering, Hunan Univ., Changsha, Hunan, China (corresponding author).

3. Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

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.1943-5592.0000170

Reference33 articles.

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3. The behavior of rubber-tyred wheels;Bradley J.;Automot. Eng.,1931

4. British Standard Institution. (1978). “Steel concrete and composite bridges. Part 2: Specification for loads.” B.S.5400 British Standards Institution London.

5. Canadian Standards Association. (1978). “Design of highway bridges.” National Standards of Canada CAN 3-S6-M78 Rodale Canada.

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