چکیده مقاله
One of the effective way that caused to decrease the response of structures is using of tuned mass damper The dynamic behavior of these dampers is determined by natural frequency of structures and it is an efficient parameter for the response of structure So the accurate determination of this frequency is very important In this paper the effect of soil structure interaction with cones has been used in dynamic equation of structure with tuned mass damper This paper presents that the response of structure with modeling of tow frames with different dynamic characteristic and tuned mass damper has been compared by tow method with and without considering of soil structure interaction Also response of the frames has been investigated with north component of horizontal ground acceleration recorded at the Elcentro during the earthquake of May 18, 1940 The comparison of results indicates that considering of soil structure interaction in modeling has more efficiency in response of structure
کلیدواژهها
نویسندگان
S. M. Mirhoseini hezaveh
Civil Engineering Department, Islamic Azad University
شیوه ارجاع
Mirhoseini hezaveh, S. M.,1391,Dynamic Time History Analysis of Plane Frame with Tuned Mass Damper by Considering Soil -Structure Interaction,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
مجموعه مقالات نهمین کنگره بین الملی مهندسی عمران19 اردیبهشت 1391 · اصفهان