Damage Localization and Finite-Element Model Updating Using Multiresponse NDT Data

Author:

Sanayei Masoud12345,Bell Erin Santini12345,Javdekar Chitra N.12345,Edelmann Jennifer L.12345,Slavsky Eugene12345

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155 (corresponding author). E-mail: masoud.sanayei@Tufts.edu

2. Assistant Professor, Dept. of Civil Engineering, Univ. of New Hampshire, Durham, NH 03824. E-mail: erin.bell@unh.edu

3. Prudent Solutions Inc., Somerville, MA 02144; formerly, Ph.D. Candidate, Tufts Univ., Medford, MA. E-mail: chitra.javdekar@gmail.com

4. LeMessurier Consultants, Cambridge, MA 02139; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155. E-mail: jedelmann@lemessurier.com

5. Ammann & Whitney, Inc., Boston, MA 02108; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155. E-mail: eslavsky@ammann-whitney.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Structural Identification for Condition Assessment: Experimental Arts

2. Aktan A. E. (1997b). “Tutorial on bridge condition assessment.” A Demonstration of Field Experimental Methods and Documentation Standards Using a Physical Model Multimedia CD-ROM Rep. Submitted to NSF and FHWA Univ. of Cincinnati Infrastructure Institute Cincinnati.

3. Arya B. Santini E. M. and Sanayei M. (1998). “Impact of finite-element modeling error on model updating.” Proc. 2nd World Conf. on Structural Control Kyoto Japan Wiley New York 2269–2278.

4. Banan M. R. and Hjelmstad K. D. (1993). “Identification of structural systems from measured responses.” Rep. No . SRS 579 UILU-ENG-93-2002 Univ. of Illinois at Urbana-Champaign Urbana Ill.

5. Modal Data Are Insufficient for Identification of Both Mass and Stiffness Matrices

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