Rocking Response of Free-Standing Blocks under Cycloidal Pulses
Author:
Affiliation:
1. Member, ASCE
2. Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Univ. of California, Berkeley, CA 94720.
3. Assoc. Prof., Dept. of Civ. and Envir. Engrg., SEMM, Univ. of California, Berkeley, CA 94720.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A5%28473%29
Reference19 articles.
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2. “Earthquake rocking response of rigid bodies.”;Aslam M.;J. Struct. Div.,1980
3. Campillo M. Gariel J. C. Aki K. and Sanchez-Sesma F. J. ( 1989). “Destructive strong ground motion in Mexico City: Source path and site effects during the great 1985 Michoagan earthquake.” Bull. Seismological Soc. of Am. 79(6) 1718–1735.
4. High-performance numeric computation and visualization software. (1992). MathWorks Natick Mass.
5. Hogan S. J. ( 1989). “On the dynamics of rigid-block motion under harmonic forcing.” Proc. Royal Soc. London A425 441–476.
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