SEISMIC PERFORMANCE OF STEEL RIGID BEAM-TO-COLUMN CONNECTIONS AND EVALUATION OF NONLINEAR ACCEPTANCE CRITERIA
سال انتشار: 1390
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 1,171
فایل این مقاله در 8 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
SEE06_208
تاریخ نمایه سازی: 16 اردیبهشت 1390
چکیده مقاله:
In recent years, seismic design provisions have moved toward performance-based design methodologies where a certain limit of deformation corresponding to a specific performance level is deemed an acceptance criterion for the member under consideration. Specifying an appropriate acceptance criterion for beam-to-column connections is of great significance, since the seismic performance of steel moment frames is directly relevant to the performance of beam-to-column connections. Hence, this paper is intended to specify the deformations corresponding to the performance levels for one of the most commonly used rigid connections with flange plates, and then evaluate nonlinear acceptance criteria stipulated in FEMA 356. Performing nonlinear finite element analyses which are validated by experimental data, is the main approach of this research. Analytical results which proved to be very well matched with experimental data, clearly showed that some of the acceptance criteria pointed out in FEMA 356, do not have the required factor of safety, and hence there is a crucial need to revise them and enhance their accuracy
کلیدواژه ها:
نویسندگان
h.a Moghaddam
Professor, Department of Civil Engineering, Sharif University of Technology, Tehran, Iran
s Pirayeh Gar
Ph.D. Student, Zachry Department of Civil Engineering, Texas A&M University, College Station Texas, USA