Damage Detection and Localization in a Full-Scale Slice of a Seven-Story Shear Wall Building Tested on the UCSD-NEES Shake Table

Author:

Rahmani Mohammadtaghi1,Todorovska Maria I.2ORCID,Grabinski Jaime R.3ORCID,Ebrahimian Mahdi4ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering and Construction Engineering Management, California State Univ., Long Beach, CA 90840.

2. Professor, Dept. of Civil Engineering, Tianjin Univ., No.135 Yaguan Rd., Haihe Education Park, Tianjin 300350, China; Adjunct Research Professor, Dept. of Civil and Environmental Engineering, Univ. of Southern California, 3620 S. Vermont Ave., Los Angeles, CA 90007 (corresponding author). ORCID: .

3. Graduate Research Assistant, Dept. of Civil Engineering and Construction Engineering Management, California State Univ., Long Beach, CA 90840. ORCID: .

4. Senior Structural Engineer, Structural Engineering Consultant, Porter Ranch, CA 91326. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference39 articles.

1. A trust region method based on interior point techniques for nonlinear programming

2. Review Paper: Health Monitoring of Civil Infrastructure

3. De Roeck, G. 2019. “Seismic structural health monitoring: From theory to successful applications.” Chap. 10 in Model-based method of damage identification of structures under seismic excitation, 237–259. Cham, Switzerland: Springer Nature Switzerland AG.

4. Nonparametric estimation of wave dispersion in high-rise buildings by seismic interferometry

5. Wave Propagation in a Timoshenko Beam Building Model

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