Modal Identification through Ambient Vibration: Comparative Study-Reference-Cited by-同舟云学术

Modal Identification through Ambient Vibration: Comparative Study

Published:2009-08 Issue:8 Volume:135 Page:759-770
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Giraldo Diego F.¹²³⁴,Song Wei¹²³⁴,Dyke Shirley J.¹²³⁴,Caicedo Juan M.¹²³⁴

Affiliation:

1. Graduate Engineer, Walter P. Moore and Associates, Inc., Las Vegas, NV 89119.

2. Doctoral Student and Research Assistant, Dept. of Civil Engineering, Washington Univ. in St. Louis, St. Louis, MO 63130 (corresponding author).

3. Edward C. Dicke Professor of Engineering, Dept. of Civil Engineering, Washington Univ. in St. Louis, St. Louis, MO 63130.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282009%29135%3A8%28759%29

Reference23 articles.

1. COMPARISON STUDY OF SUBSPACE IDENTIFICATION METHODS APPLIED TO FLEXIBLE STRUCTURES

2. Andersen P. (1997). “Identification of civil engineering structures using ARMA models.” Ph.D. dissertation Univ. of Aalborg Aalborg Denmark.

3. Brinker R. De Stefano A. and Piombo B. (1996). “Ambient data to analyze the dynamic behavior of bridges: A first comparison between different techniques.” Proc. 14th Int. Modal Analysis Conf. SEM Dearborn Mich.

4. Caicedo J. M. Dyke S. J. and Mizumori A. (2004). “Characterization of traffic excitation for numerical studies in structural health monitoring.” Proc. 17th Engineering Mechanics Conf. ASCE Reston Va.

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