DYNAMIC ANALYSIS OF FRICTION PENDULUM BASE ISOLATED STRUCTURES C0NSIDERING SOIL-STRUCTURE INTERACTION
عنوان مقاله: DYNAMIC ANALYSIS OF FRICTION PENDULUM BASE ISOLATED STRUCTURES C0NSIDERING SOIL-STRUCTURE INTERACTION
شناسه ملی مقاله: SEE06_105
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
شناسه ملی مقاله: SEE06_105
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
مشخصات نویسندگان مقاله:
M. M. Saativahid - Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
m Ziaee - Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
M. M. Saadatpour - Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
خلاصه مقاله:
M. M. Saativahid - Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
m Ziaee - Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
M. M. Saadatpour - Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
the satisfactory performance of friction - pendulum system during earth quake leads to growing demand for both research and construction to involve soil structure interaction in the analysis of friction pendulum base isolated structure stiffness and damping of soil medium should be transformed from frequency domain parameters in to time domain parameters on account of severe nonlinearity of friction -pendulum system during earhquake.
کلمات کلیدی: dynamic analysis , base isolated structures , soil structure interaction , friction pendulum system Fps, lumped -parameter method
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/115041/