Ambient and Forced Vibration Testing of a Reinforced Concrete Building before and after Its Seismic Retrofitting

Author:

Soyoz Serdar1,Taciroglu Ertugrul2,Orakcal Kutay1,Nigbor Robert3,Skolnik Derek4,Lus Hilmi5,Safak Erdal6

Affiliation:

1. Assistant Professor, Bogazici Univ., Dept. of Civil Engineering, Bebek-Istanbul 34342, Turkey.

2. Professor, Univ. of California, Los Angeles, Civil & Environmental Engineering Dept., 5731E Boelter Hall, Los Angeles, CA 90095-1593 (corresponding author).

3. Research Engineer, Univ. of California, Los Angeles, Civil & Environmental Engineering Dept., 6679 Boelter Hall, Los Angeles, CA 90095-1593.

4. Senior Project Engineer, Kinemetrics Inc., 222 Vista Ave., Pasadena, CA 91107.

5. Associate Professor, Bogazici Univ., Dept. of Civil Engineering, Bebek-Istanbul 34342, Turkey.

6. Professor and Chair, Dept. of Earthquake Engineering, Bogazici Univ., Kandilli Observatory and Earthquake Research Institute, Cengelkoy-Istanbul 34688, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference54 articles.

1. A rationale for determining the natural period of RC building frames having infill

2. Anagnos T. Comerio M. C. Goulet C. Na H. Steele J. and Stewart J. P. (2008). “Los Angeles inventory on non-ductile concrete buildings for analysis of seismic collapse risk hazards.” Proc. 14th World Conf. on Earthquake Engineering Beijing.

3. Lateral Stiffness of Brick Masonry Infilled Plane Frames

4. Structural identification using linear models and earthquake records

5. Brincker R. Ventura C. E. and Andersen P. (2001a). “Damping estimation by frequency domain decomposition.” Proc. 19th Int. Modal Analysis Conf. (IMAC) Kissimmee FL 698–703.

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