Story-by-story estimation of the stiffness parameters of laterally-torsionally coupled buildings using forced or ambient vibration data: II. Application to experimental data

Author:

Omrani Roshanak1,Hudson Ralph E.2,Taciroglu Ertugrul1

Affiliation:

1. Civil & Environmental Engineering Department; University of California; Los Angeles; CA; 90095; USA

2. Electrical Engineering Department; University of California; Los Angeles; CA; 90095; USA

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference33 articles.

1. IASC-ASCE SHM Task Group 1999 http://mase.wustl.edu/wusceel/asce.shm/benchmarks.htm

2. Phase I IASC-ASCE structural health monitoring benchmark problem using simulated data;Johnson;Journal of Engineering Mechanics (ASCE),2004

3. Bernal D Dyke SJ Lam H-F Beck JL Phase II of the benchmark study on SHM Proceedings of the 15th ASCE Engineering Mechanics Conference (CD-ROM) 2002

4. Dyke SJ Bernal D Beck JL Ventura C Experimental phase II of the structural health monitoring benchmark problem Proceedings of the 16th ASCE Engineering Mechanics Conference (CD-ROM) 2003

5. Bernal D Gunes B Observer/Kalman and subspace identification of the UBC benchmark structural model Proceedings of the 14th ASCE Engineering Mechanics Conference (CD-ROM) 2000

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