Experimental Seismic Performance of X-Braces with Heavy Mid-Length Connection
عنوان مقاله: Experimental Seismic Performance of X-Braces with Heavy Mid-Length Connection
شناسه ملی مقاله: ISSS09_072
منتشر شده در نهمین کنفرانس ملی سازه و فولاد در سال 1397
شناسه ملی مقاله: ISSS09_072
منتشر شده در نهمین کنفرانس ملی سازه و فولاد در سال 1397
مشخصات نویسندگان مقاله:
Parviz Ebadi - Department of Civil Engineering, Shahr Qods Branch, Islamic Azad University, Tehran, Iran
خلاصه مقاله:
Parviz Ebadi - Department of Civil Engineering, Shahr Qods Branch, Islamic Azad University, Tehran, Iran
Configuration of mid-length connection of X-braces affects system performance by changing the stiffness, effective length factor and modal shapes. In this paper, the effects of central core along with peripheral frame with rigid connections discussed using experimental tools. Findings show the benefits of using the heavy central core at the middle connection of diagonals to increase the flexural stiffness of diagonals, decrease the effective length factor of braces and force them to buckle in the second mode. In addition, load carrying capacity of the system increased.
کلمات کلیدی: Heavy Central Core, Buckling, Stiffness, Bracing, Middle Connection
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/838167/