Cable-Stayed Bridges: Case Study for Ambient Vibration-Based Cable Tension Estimation-Reference-Cited by-同舟云学术

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Cable-Stayed Bridges: Case Study for Ambient Vibration-Based Cable Tension Estimation

Published:2012-11 Issue:6 Volume:17 Page:839-846
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kangas S.¹,Helmicki A.²,Hunt V.³,Sexton R.¹,Swanson J.⁴

Affiliation:

1. Graduate Research Assistant, Univ. of Cincinnati Infrastructure Institute, Cincinnati, OH 45221.

2. Professor, Univ. of Cincinnati Infrastructure Institute, Cincinnati, OH 45221 (corresponding author).

3. Associate Research Professor, Univ. of Cincinnati Infrastructure Institute, Cincinnati, OH 45221.

4. Associate Professor, Univ. of Cincinnati Infrastructure Institute, Cincinnati, OH 45221.

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.1943-5592.0000364

Reference15 articles.

1. Barabell A. J. (1983). “Improving the resolution performance of eigenstructure-based direction-finding algorithms.” Proc. Int. Conf. on Acoustics Speech and Signal Processing IEEE Boston.

2. In-plane dynamic behavior of cable networks. Part 1: formulation and basic solutions

3. In-plane dynamic behavior of cable networks. Part 2: prototype prediction and validation

4. Kangas S. (2009). “Experimental modeling and stay force estimation of cable-stayed bridges.” Ph.D. thesis Univ. of Cincinnati Cincinnati.

5. Estimation of cable tension force using the frequency-based system identification method

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