Influence of ADAS Element Parameters on Building Seismic Response

Author:

Xia Chuan,Hanson Robert D.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference14 articles.

1. Akkari M. M. (1984). “Nonlinear dynamic analysis using mode superposition ” PhD thesis University of California Davis Calif.

2. Bergman D. M. and Hanson R. D. (1986). “Characteristics of viscoelastic mechanical damping devices.” Proc. ATC Seminar on Base Isolation and Passive Energy Dissipation Applied Technology Council Redwood City Calif.

3. Bergman D. M. and Hanson R. D. (1990). “Viscoelastic versus steel plate mechanical damping devices: An experimental comparison.” Proc. 4th U.S. Nat. Conf. on Earthquake Engrg. Earthquake Engineering Research Institute Oakland Calif.

4. Hanson R. D. (1986). “Basic concepts and potential applications of supplemental mechanical damping for improving earthquake resistance.” Proc. ATC Seminar on Base Isolation and Passive Energy Dissipation Applied Technology Council Redwood City Calif.

5. Kanaan A. E. and Powell G. H. (1973). “General purpose computer program for inelastic dynamic response of plane structures.” Report No. UCB/EERC‐73/6 Univ. of California at Berkeley Berkeley Calif.

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