Application of system reliability-based assessment for collapse fragility of braced moment-resisting frames

作者：Lotfollahi M; Banazadeh M; Alinia M M^*

来源：Structural Design of Tall and Special Buildings, 2015, 24(11): 757-778.

DOI：10.1002/tal.1210

• reliability
• earthquake
• dual frame
• buckling
• collapse fragility
• Monte Carlo FE simulation

This paper presents a system reliability-based framework for collapse fragility assessment of steel braced moment-resisting frames (BMRFs). The conditional failure of intermediate events is calculated, considering two important features in the design of BMRFs: (i) different failure scenarios (FSs) with multiple sequences of components failure formation and (ii) structural reliability analysis based on the failure propagation from components to system. The system collapse reliability-based assessment of BMRFs is developed with an efficient algorithm using the Monte Carlo simulation procedure incorporated into a nonlinear finite element (FE) analysis program. An appropriate nonlinear FE model of such systems is demonstrated, and the probability of various predefined components' failure over the most likely FSs in the presence of both epistemic and inherent uncertainties is calculated. Then, a system-simulated reliability index (SSRI) is computed by lower and upper bounds in the probability of BMRF system collapse. Finally, fragility curves based on the SSRI is compared with the ones from incremental dynamic analysis, and later, the outcomes from multiple FSs are compared with the codified main collapse criterion. For the BMRFs analyzed herein, it is shown that the existing allowable story drift for the collapse limit state is conservative, and a new criterion is appraised.

• 出版日期2015-8-10