Earthquakes and Structures
Volume 3, Number 6, 2012, pages 853-867
DOI: 10.12989/eas.2012.3.6.853
Telescopic columns as a new base isolation system for vibration control of high-rise buildings
Mahmood Hosseini and Ehsan Noroozinejad Farsangi
Abstract
In this paper, a new type of passive energy dissipating system similar to added damping and stiffness (ADAS) and triangular added damping and stiffness (TADAS) is proposed and implemented in the analytical model of a building with hybrid structural system in the structure
Key Words
telescopic columns; seismic behavior; nonlinear analysis; rubber isolator bearings; friction pendulum bearings
Address
Mahmood Hosseini and Ehsan Noroozinejad Farsangi: Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran