نویسندگان | عبداله عزیزی-برقیان |
---|---|
نشریه | Earthquakes and Structures |
شماره صفحات | 297-305 |
شماره مجلد | 25 |
نوع مقاله | Full Paper |
تاریخ انتشار | 2023-10-15 |
رتبه نشریه | ISI |
نوع نشریه | چاپی |
کشور محل چاپ | کرهٔ جنوبی |
چکیده مقاله
The conventional method of structural seismic design was based on increasing structural capacity, which usually didn’t reduce earthquake seismic effects. By changing the philosophy of structure design, technologies such as passive seismic control have been used in structures. So far, a large number of seismic isolation systems have been introduced to dissipate earthquake energy that is applied to a structure. These systems act against earthquakes rather than increasing the strength and capacity of the structure. In the present paper, a suspended column called a “pendulum column” is investigated, and a new idea has been considered to improve the performance of the pendulum column isolator by changing the gravity effect by adding a spring under the isolator system. The behavior of the studied isolator system has been researched. Then the isolator system was investigated under different earthquakes and compared with a common pendulum column isolator. The results show that changing the gravity effect has an effective role in the response of the system by reducing the system stiffness.