Semiactive Control of the 20-Story Benchmark Building with Piezoelectric Friction Dampers-Reference-Cited by-同舟云学术

Semiactive Control of the 20-Story Benchmark Building with Piezoelectric Friction Dampers

Published:2004-04 Issue:4 Volume:130 Page:393-400
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Chen Genda¹,Chen Chaoqiang²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Missouri-Rolla, 307 Butler-Carlton Hall, 1870 Miner Circle, Rolla, MO 65409-0030.

2. PhD Candidate, Dept. of Civil Engineering, Univ. of Missouri-Rolla, Rolla, MO 65409-0030.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282004%29130%3A4%28393%29

Reference8 articles.

1. Chen G. D. and Chen C. C.(2000). “Behavior of piezoelectric friction dampers under dynamic loading.” Proc. SPIE PSISDG Symp. on Smart Structure Materials Smart Systems for Bridges Structures and Highways Newport Beach Calif. Vol. 3988 54–63.spiPSISDG0277-786X

2. Nonlinear control of a 20-story steel building with active piezoelectric friction dampers

3. Hirai J. Naruse M. and Abiru H. (1996). “Structural control with variable friction damper for seismic response.” Proc. 11th World Conf. on Earthquake Engineering Acapulco Mexico 886–893.

4. MODULATED HOMOGENEOUS FRICTION: A SEMI-ACTIVE DAMPING STRATEGY

5. Active control of building seismic response by energy dissipation

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