Experimental evaluation of the seismic performance of steel MRFs with compressed elastomer dampers using large-scale real-time hybrid simulation

Author:

Karavasilis Theodore L.,Ricles James M.,Sause Richard,Chen Cheng

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Principles of supplemental damping and seismic isolation;Christopoulos,2006

2. Application of viscoelastic dampers to high-rise buildings;Tsai;ASCE, J Struct Eng,1993

3. Kasai K, Munshi JA, Lai ML, Maison BF. Viscoelastic damper hysteretic model: theory, experiment, and application. In: Proceedings of the ATC 17-1: seminar on seismic isolation, passive energy dissipation, and active control. 1993. p. 521–32.

4. Lee KS. Seismic behavior of structures with dampers made from ultra high damping natural rubber. Ph.D. dissertation. Bethlehem (PA): Department of Civil and Environmental Engineering, Lehigh University; 2003.

5. Rate-independent and rate-dependent models for hysteretic behavior of elastomers;Sause;ASCE, J Eng Mech,2007

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