Dynamic Characteristics of an Overpass Bridge in a Full-Scale Destructive Test-Reference-Cited by-同舟云学术

Dynamic Characteristics of an Overpass Bridge in a Full-Scale Destructive Test

Published:2013-06 Issue:6 Volume:139 Page:691-701
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Siringoringo Dionysius M.¹,Fujino Yozo²,Nagayama Tomonori³

Affiliation:

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

2. Professor, Dept. of Civil Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan.

3. Lecturer, Dept. of Civil Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000280

Reference12 articles.

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2. Doebling S. W. Farrar C. R. and Prime M. B. (1996). “Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review.” Rep. No. LA-13070-MS Los Alamos National Laboratory Los Alamos NM.

3. An Introduction to the Bootstrap

4. Farrar C. R. Cornwell P. J. Doebling S. W. and Prime M. B. (2000). “Structural health monitoring studies of the Alamosa Canyon and I-40 Bridges.” Rep. No. LA-13635-MS Los Alamos National Laboratory Los Alamos NM.

5. Statistical pattern recognition for Structural Health Monitoring using time series modeling: Theory and experimental verifications

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