OPTIMAL MULTIPLE TUNED MASS DAMPERS MTMDS FOR ATTENUATING STRUCTURAL SEISMIC RESPONSE
عنوان مقاله: OPTIMAL MULTIPLE TUNED MASS DAMPERS MTMDS FOR ATTENUATING STRUCTURAL SEISMIC RESPONSE
شناسه ملی مقاله: SEE06_191
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
شناسه ملی مقاله: SEE06_191
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
مشخصات نویسندگان مقاله:
M mohebbi - engineering department university of mohaghegh ardabili ardabil iran
h majzoob - engineering department university of mohaghegh ardabili ardabil iran
خلاصه مقاله:
M mohebbi - engineering department university of mohaghegh ardabili ardabil iran
h majzoob - engineering department university of mohaghegh ardabili ardabil iran
Tuned mass dampers (TMDs) has been used extensively to improve the seismic behavior of structures and different methods have been proposed for optimal design of TMDs on linear structures . For improving the effectiveness and robustness of TMDs for applying in structural applications multiple tuned mass dampers MTMDs has been proposed which each TMD has different dynamic parameters. in this paper an effective method has been proposed for designing optimal MTMDs for linear structures.
کلمات کلیدی: structural control, tuned mass damper, multiple tuned mass damper, optimization, genetic algorithm
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/115127/