Shaking table test of the effects of multi-unit particle dampers attached to an MDOF system under earthquake excitation

Author:

Lu Zheng1,Lu Xilin1,Lu Wensheng1,Masri Sami F.2

Affiliation:

1. State Key Laboratory of Disaster Reduction in Civil Engineering; Tongji University; Shanghai; 200092; China

2. Viterbi School of Engineering; University of Southern California; Los Angeles; CA; 90089; USA

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Benchmark problems in structural control: part I-Active Mass Driver system;Spencer;Earthquake Engineering and Structural Dynamics,1998

2. Particle swarm optimization of TMD by non-stationary base excitation during earthquake;Leung;Earthquake Engineering and Structural Dynamics,2008

3. Dynamic loading test and simulation analysis of full-scale semi-active hydraulic damper for structural control;Niwa;Earthquake Engineering and Structural Dynamics,2000

4. Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake;Naeim;The Structural Design of Tall and Special Buildings,2011

5. On the stability of the impact damper;Masri;Journal of Applied Mechanics,1966

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