Control of Human-Induced Vibrations of a Curved Cable-Stayed Bridge: Design, Implementation, and Field Validation-Reference-Cited by-同舟云学术

Control of Human-Induced Vibrations of a Curved Cable-Stayed Bridge: Design, Implementation, and Field Validation

Published:2016-07 Issue:7 Volume:21 Page:04016028
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wen Q.¹,Hua X. G.²,Chen Z. Q.³,Yang Y.⁴,Niu H. W.⁵

Affiliation:

1. Ph.D. Candidate, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Hunan 410082, China.

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

3. Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Hunan 410082, China.

4. Professor of Engineering and Vice Dean, Guangzhou Municipal Engineering Design & Research Institute, Guangzhou 510000, China.

5. Senior Engineer, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., 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.1943-5592.0000887

Reference26 articles.

1. Case Studies of Structures with Man‐Induced Vibrations

2. Swaying of Pedestrian Bridges

3. Pedestrian-induced torsional vibrations of suspended footbridges: Proposal and evaluation of vibration countermeasures

4. Brincker R. Ventura C. E. and Andersen P. (2001). “Damping estimation by frequency domain decomposition.” Proc. IMAC 19: Conf. on Structural Dynamics Kissimmee FL Society for Experimental Mechanics Bethel CT 698–703.

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