A SENSITIVITY ANALYSIS FOR ENHANCING IDA EFFICIENCY IN FRAGILITY ANALYSIS OF ۳D REINFORCED CONCRETE FRAMES

Due to several uncertainties  which  affect structural responses of Reinforced concrete (RC) frames,  it is sensibly required  to  apply  a vulnerability analysis tool such as fragility curve. To  construct an analytical fragility curve, the incremental dynamic analysis (IDA) method has been extensively used as an applicable seismic analysis tool. To employ the IDA method for constructing fragility curves of RC frames,  it is important  to know  how many records will  be  adequate  to  assess  seismic  risk  analysis  properly?  Another  issue  is  to  know  how many IDA steps  are  required for developing an accurate fitted fragility function? For this purpose,  two ۳D RC frames  called  ۳STRCF and ۵STRCF have been nonlinearly modeled and ۲۰۰ ۲-componets actual records have been considered for  the  IDA. The results  reveal that at least ۱۵ IDA steps  are  required  to  reduce  fragility function error to less than ۵% and ۱۰  IDA  steps  are  required  to  yield  less  than  ۱۰%  error.  In  addition,  it  is  revealed  that  a selection of ۱۰۰ records is completely adequate to be certain   to have  an accurate fragility curve. It is concluded that at least ۲۵ records are required to decrease fragility curve error to less than ۵% and ۱۵ records to  have  less than ۱۰%. The closeness of fragility curve error variation for two models and in all limit states show that these results can be generalized to other RC frames.

کلیدواژه ها:

Analytical fragility curve ، Incremental dynamic analysis ، Error estimation ، Reinforced concrete frames.