Transient and permanent shear strains in a building excited by strong earthquake pulses

Author:

Gicev V.,Trifunac M.D.

Publisher

Elsevier BV

Subject

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

Reference18 articles.

1. Biot MA, On the concept of response spectrum in engineering seismology. In: Trifunac M.D, editor. Early History of the response spectrum method. Dept. of Civil Engineering, Report CE 07-01, University of Southern California, Los Angeles, CA. 2007.

2. Ghobarah A, On drift limits associated with different damage levels. In: Proceedings of the International Workshop on Performance-Based Seismic Design. Bled, Slovenia, 2004. p. 321–32.

3. Energy and power of nonlinear waves in a seven-story reinforced concrete building;Gičev;Indian Society of Earthquake Technology Journal,2007

4. Permanent deformations and strains in a shear building excited by a strong-motion pulse;Gičev;Soil Dynamics and Earthquake Engineering,2007

5. Transient and permanent rotations in a shear layer excited by strong earthquake pulses;Gičev;Bulletin of the Seismological Society of America,2009

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