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ע⣺ՓڡˮW 2002(4):88-92,96ϰl
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BẆc| B 116024

ժҪڬFнOӋҎGBJ11-89䓽OӋSC׃ƉĿɿcʧЧģʽMɵĴ“wϵMonte CarloģM䓽OӋĿɿc˲ͬS䓽ƉڏƉİlĸĴ_ϵṩ
PI~䓽 ɿԷ Monte CarloģM 

Reliability Analysis for Strong Shear-Weak Bending Design of Reinforced Concrete Columns

Reliability Analysis for Strong Shear-Weak Bending Design of Reinforced Concrete Columns
Ma Hongwang
(Civil Engineering, Dalian University of Technology,116023)

Abstract: Based on current seismic design code, design parameters of reinforced concrete columns are considered as random variables. Failure mode of columns is considered as series system. Reliability of Strong shear-weak bending design is analyzed by Monte Carlo simulation method. The probability of shear failure prior to flexural failure is obtained, Aiming to provided to reference for determining shear strength factor. 
Keywords: reinforced concrete column Strong shear-Weak bending reliability analysis Monte Carlo simulation 

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