Rocking Response of Free-Standing Blocks under Cycloidal Pulses

Author:

Zhang Jian123,Makris Nicos123

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

Reference19 articles.

1. Anooshehpoor A. Heaton T. H. Shi B. and Brune J. N. ( 1999). “Estimates of the ground acceleration at Point Reyes station during the 1906 San Francisco earthquake.” Bull. Seismological Soc. of Am. 89(4) 843–853.

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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