finite element investigation on separated links in EBFS
عنوان مقاله: finite element investigation on separated links in EBFS
شناسه ملی مقاله: SEE06_225
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
شناسه ملی مقاله: SEE06_225
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
مشخصات نویسندگان مقاله:
A daneshmand - Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran
b hosseini hashemi - Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran
خلاصه مقاله:
A daneshmand - Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran
b hosseini hashemi - Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran
short links are always advisable rather than intermediate and long links because of their better stiffness. Strength and ductility but the architectural limitation made the usage of intermediate and long links inevitable in many cases . A general comparison among the performance of these three link types are carried out in the paper . intermediate and long links are focused and the effect of different parameters on their behavior is studied.
کلمات کلیدی: link ductility , eccentrically braced frames , finite element investigation, shear moment interaction
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/115161/