CAJ | 학술논문

分析了联肢剪力墙在水平力作用下的破坏机制，介绍了联肢剪力墙连梁的国内外发展现状及发展趋势，提出了一种新型带防屈曲支撑的钢连梁结构体系，并对其进行了概念分析和应用前景分析，指出了带防屈曲支撑钢连梁结构体系有待研究的主要问题。
분석료련지전력장재수평력작용하적파배궤제，개소료련지전력장련량적국내외발전현상급발전추세，제출료일충신형대방굴곡지탱적강련량결구체계，병대기진행료개념분석화응용전경분석，지출료대방굴곡지탱강련량결구체계유대연구적주요문제。
In this paper,the failure mechanism of coupling shear walls on the horizontal force is analyzed,the domestic and overseas developing status and developing tend on coupling beam in shear wall have been in-troduced,and a new structural system of steel coupling beam with bucking restrained brace has been put forward.Its concept analysis and application prospect analysis have been made.Some main problems need to be studied on the structural system of steel coupling beam with bucking restrained brace have been pointed out.