A Two-Step Model Updating Algorithm for Parameter Identification of Linear Elastic Damped Structures-Reference-Cited by-同舟云学术

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A Two-Step Model Updating Algorithm for Parameter Identification of Linear Elastic Damped Structures

Published:2013-03-18 Issue:7 Volume:28 Page:509-521
ISSN:1093-9687
Container-title:Computer-Aided Civil and Infrastructure Engineering
language:en
Short-container-title:Computer-Aided Civil and Infrastructure Engineering

Author:

García-Palencia Antonio Javier¹,Santini-Bell Erin¹

Affiliation:

1. Department of Civil Engineering; University of New Hampshire; Durham; NH; USA

Publisher

Wiley

Subject

Computational Theory and Mathematics,Computer Graphics and Computer-Aided Design,Computer Science Applications,Civil and Structural Engineering

Reference43 articles.

1. Vibration-based damage localization in flexural structures using normalized modal macrostrain techniques from limited measurements;Adewuyi;Computer-Aided Civil and Infrastructure Engineering,2011

2. Experimental identification of generalised proportional viscous damping matrix;Adhikari;ASME: Journal of Vibration and Acoustics,2009

3. Finite element model updating with damping identification;Arora;Journal of Sound and Vibration,2009

4. Further experience with model updating incorporating damping matrices;Arora;Mechanical Systems and Signal Processing,2010

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