Structural Identification of a Nonproportionally Damped System and Its Application to a Full-Scale Suspension Bridge-Reference-Cited by-同舟云学术

Structural Identification of a Nonproportionally Damped System and Its Application to a Full-Scale Suspension Bridge

Published:2005-10 Issue:10 Volume:131 Page:1536-1545
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nagayama Tomonori¹²³⁴,Abe Masato¹²³⁴,Fujino Yozo¹²³⁴,Ikeda Kenji¹²³⁴

Affiliation:

1. Doctoral Candidate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana Champaign, 205 North Mathews Ave, Urbana, IL, 61801; formerly, Graduate Student, Univ. of Tokyo, Tokyo 113-8656, Japan.

2. PhD, Bridge Maintenance Consultant Corp., WBG Marive West, 25th Floor, Nakase 2-6, Mihama-ku, Chiba 261-7125, Japan.

3. PhD, Professor, Dept. of Civil Engineering, Univ. of Tokyo, Hongo 7-3-1, Bunkyo-ku, Tokyo 113-8656, Japan (corresponding author).

4. General Manager, Structures Division, Civil Engineering Research Institute of Hokkaido, 1-34, Higashi 1-3, Toyohira-ku, Sapporo 062-8602, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A10%281536%29

Reference15 articles.

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2. Model updating by adding known masses

3. Cole H. A. (1973). “On-line failure detection and damping measurement of aerospace structures by random decrement signatures.” NASA CR-2205.

4. SYSTEM IDENTIFICATION FROM AMBIENT VIBRATION MEASUREMENTS ON A BRIDGE

5. Hokkaido Development Bureau (1994). “Report on wind tunnel experiments of girder of Hakucho Bridge.” (in Japanese).

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