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prediction of cracking pattern and shear strengh of masonry infilled frames

عنوان مقاله: prediction of cracking pattern and shear strengh of masonry infilled frames
شناسه ملی مقاله: ICCE07_612
منتشر شده در هفتمین کنگره بین المللی مهندسی عمران در سال 1385
مشخصات نویسندگان مقاله:

Moghaddam,H.A. - Professor
Karimian,M.R. - MSc. Engineer in Earthquake Engineering

خلاصه مقاله:
This paper presents the analysis studies on masonry infilled panels. An analytical methods that has been developed recently, was applied on some experimental models for the evaluation cracking pattern and shear strength of infill panels, to demonstrate the capability of the method. This method is based on minimizing the factor of safety with reference to the failure surfaces. This method can also be used to determine the shear strength parameters. In addition , the method was extended for reinforced infilled frames with horizontal reinforcement . Finite element analysis was carries out to determine stress distribution in infill panel. The brick and mortar layers were modeled separately. And the calibrated modulus of elasticity on infill materials were used in the modeling.

کلمات کلیدی:
Finite Element , Brickwork Infill , Shear Strength , Cracking

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/6522/