سیویلیکا را در شبکه های اجتماعی دنبال نمایید.

Investigation on Behavior of Encased Composite Columns Subjected to Blast Loading

سال انتشار: 1400
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 364

فایل این مقاله در 8 صفحه با فرمت PDF و WORD قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

UACECONF01_106

تاریخ نمایه سازی: 5 خرداد 1400

چکیده مقاله Investigation on Behavior of Encased Composite Columns Subjected to Blast Loading

Due to the increasing use of composite columns in high- rise buildings, it is necessary to assessment the behavior of this type of columns under blast loading. As part of the study program 19 models with constant dimensions and variable distance between transverse reinforcements (10 to 20 centimeters) and concrete strength (20,25 and 30 Mpa) on the behavior of these columns under blast loading was investigated by finite element modeling in Abaqus and also a comparison was made between the behavior of these columns with concrete columns and steel columns. The investigation showed that the space between stirrups is more effective in decrease the maximum displacement of the middle of the column and comparison between SRC column and concrete column and steel column revealed that SRC column is more strong than others in blast loading and can be used as a good idea to retrofiting steel column against blast loading by transforming to SRC column.

کلیدواژه های Investigation on Behavior of Encased Composite Columns Subjected to Blast Loading:

نویسندگان مقاله Investigation on Behavior of Encased Composite Columns Subjected to Blast Loading

Yousef Yousefi

MSc Student of Civil Engineering, Razi University of Kermanshah