SPECTRAL INVESTIGATION ON THE SEISMIC BEHAVIOUR OF VERTICAL MASS ISOLATED STRUCTURES AGAINST EARTHQUAKE
Most of the new techniques in seismic design of structures are based on changing the dynamic characteristics of buildings to receive less earthquake input force and energy and to dissipate the energy with lower damage and deformation in structural components of the system. Mass isolation of structures is one of this techniques that focuses on the mass of the structure as the main target for seismic isolation and reducing earthquake effects on buildings In this paper, the seismic behaviour of vertical mass isolated structures against the earthquake is studied. The analytical model used for this investigation is a dual mass-spring model which is an extended form of the three element Maxwell model. In this study, the ability of mass isolation techniques in reducing earthquake effects on buildings with two approaches, parametric and numerical approaches, is shown. In the parametric approach, by definition an isolation factor for structure and determination the dynamic characteristics of system, the relative optimum value of the isolator damping coefficient is obtained. The results provide an insight on role of relative stiffness and mass ratio of the two subsystems. Finally, in the numerical approach, the spectral responses of these structures due to the earthquake are investigated. The results show a noticeable decrease in earthquake input force to vertical mass isolated structures in comparison with non-isolated structures.
Seismic isolation Mass isolation Isolation factor Damping factor
M. Nekooei1 M. Ziyaeifar
Phd Student, Structural Engineering Research Centre, International Institute of Earthquake Engineeri Assistant Professor, Structural Engineering Research Centre, International Institute of Earthquake E
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）