유한요소해석을 통한 복합병렬전단벽 접합부의 성능평가방안에 대한 해석적 연구

Abstract

The purpose of this study is to find out characteristics for behavior of hybrid coupled shear wall using FEM. Determining optimized length of hybrid coupled shearwalls, a couple of parameters are investigated, compressive strength of concrete, fiber volume fraction, and embedded length. According to analysis result, embedded depth can be designed by shorten length against the ASCE proposed embedded depth. This results suggest that optimization should be needed to design hybrid coupled shearwall eco-nonically.