عنوان مقاله :
Evaluation of Ductility of Bearing Concrete Wall Systems with Regard to their Boundary Element
پديد آورندگان :
Rahai، A. R Amirkabir University of Technology - Department of Civil and Environmental Enginengeri , Rashedi, S.H Amirkabir University of Technology - Department of Civil and Environmental Enginengeri
اطلاعات موجودي :
فصلنامه سال 1396
كليدواژه :
Concrete Bearing Wall System , Boundary Element , Non-linear Static Analysis , Fiber Element , Response Reduction Factor
چكيده فارسي :
Bearing Concrete Wall (BCW) is one of the most applicable structural systems. In this
paper, with the aim of evaluating bearing wall performance, nonlinear static analysis based on several
assumptions drawing upon experimental research is used. To validate the nonlinear analysis method, the
analytical and experimental results are compared. To evaluate the reduction factor and ductility level of
BCW systems, a vast study on several models with different stories and several nonlinear analysis are
performed. The results indicated that, the components of the boundary element have a limit effect on the
models’ ductility factor. Also, the reduction factors show acceptable values for building height up to 50
meters and the decreasing rate of this coefficient is increased in the higher elevations.
عنوان نشريه :
مهندسي عمران و محيط زيست اميركبير
عنوان نشريه :
مهندسي عمران و محيط زيست اميركبير
اطلاعات موجودي :
فصلنامه با شماره پیاپی سال 1396
