A Study on Progressive Collapse Behavior of Steel Structures Subjected to Fire Loads

Study of Pushover Analysis and Column Removal in Multi-Storey Building

“…Percentage change in the values of base shear, demand capacity ratio and roof displacement considering progressive collapse effect of structures has been carried out. C. R. Chidambaram, Jainam Shah, A. Sai Kumar and K. Karthikeyan (2016) [2] paper has analyzed G+7 moment resisting steel frame residential building was analyzed using ETABS to predict the sensitivity of the structure to progressive collapse due to fire loads. Columns at different levels wereLekhraj Pandit, R. R. Shinde (2015) [3] given a temperature of 550̊ C with reduced material properties and yield strength as per code IS 800.…”

بررسی رفتار و خرابی پیش‌رونده در برابر آتش در قاب خمشی فولادی میان مرتبه

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