Wave Propagation in a Timoshenko Beam Building Model
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531.
2. Research Professor, Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000720
Reference25 articles.
1. In situ experiments and seismic analysis of existing buildings. Part II: Seismic integrity threshold
2. The Shear Coefficient in Timoshenko’s Beam Theory
3. Transient and permanent shear strains in a building excited by strong earthquake pulses
4. Rotations in a shear-beam model of a seven-story building caused by nonlinear waves during earthquake excitation
5. Transverse Vibrations of Beams, Exact Versus Approximate Solutions
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