Prediction of building response at any level from recorded roof response: The Kanai–Yoshizawa formula revisited

Author:

Ebrahimian M.,Trifunac M.D.,Todorovska M.I.

Funder

Strong Motion Instrumentation Program of the California Geologic Survey

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference52 articles.

1. Biot MA.. Vibrations of buildings during earthquake. Chapter II in PhD thesis no. 259, entitled transient oscillations in elastic systems, Aeronautics Department, Calif. Inst. of Tech., Pasadena, CA; 1932.

2. Prediction of wave propagation in buildings using data from a single seismometer;Cheng;Bull Seismol Soc Am,2015

3. Structural system identification of buildings by a wave method based on a nonuniform Timoshenko beam model;Ebrahimian;J Eng Mech, ASCE,2015

4. Ebrahimian M, Trifunac MD., Calculating a building response at different levels from a single roof accelerogram, Dept. of Civil Engineering, Report CE 15-01, Univ. of Southern California, Los Angeles, California; 2015.

5. Gičev V, Trifunac MD., Non-linear earthquake waves in a seven-story reinforced concrete hotel, report CE 06-03, Dept. of Civil Eng. Univ. of Southern California, Los Angeles, CA; 2006.

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