Decomposition and Effects of Pulse Components in Near-Field Ground Motions

Author:

Xu Zhou12,Agrawal Anil12

Affiliation:

1. Engineer, Weidlinger Associates, 375 Hudson St., New York, NY; formerly, Graduate Student, Dept. of Civil Engineering, The City College of City Univ. of New York, New York, NY 10031.

2. Professor, Dept. of Civil Engineering, The City College of City Univ. of New York, Convent Ave. at 140th St., New York, NY 10031 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Ground motion pulse-based active control of a linear base-isolated benchmark building

2. Alavi B. and Krawinkler H. (2001). “Effects of near-fault ground motions on frames structures.” Research Rep. No. 138 John A. Blume Earthquake Engineering Center Stanford Univ. Stanford Calif.

3. Bozorgnia Y. and Mahin S. A. (1998). “Ductility and strength demands of near-fault ground motions of the Northridge earthquake.” Proc. 6th U.S. National Conf. on Earthquake Engineering Earthquake Engineering Research Institute Seattle.

4. Near-Source Ground Motion and its Effects on Flexible Buildings

5. He W. L. (2003). “Smart energy dissipation systems for protection of civil infrastructures from near-field earthquakes.” Ph.D. Dissertation The City Univ. of New York.

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