CAJ | 학술논문

在工程设计时，应尽可能避免短柱。当无法避免时，应采取有效措施，防止短柱剪切或剪切斜拉破坏。《建筑抗震设计规范》（GB50011-2010）：11对框架柱有明确的延性要求。轴压比和剪跨比是影响柱延性主要的两个因素，本文着重探讨了设计遇到短柱时，宜采取哪些措施。
재공정설계시，응진가능피면단주。당무법피면시，응채취유효조시，방지단주전절혹전절사랍파배。《건축항진설계규범》（GB50011-2010）：11대광가주유명학적연성요구。축압비화전과비시영향주연성주요적량개인소，본문착중탐토료설계우도단주시，의채취나사조시。
In the engineering design, builders should avoid short column as far as possible. And when not, effective me- asures should be taken to prevent the shear of short columns or shear diagonal tension failure. “Earthquake Resistant Design Code”(GB50 011-2010) :11 has clear requirement of ductility of frame column. The axial compression ratio and shear span ratio are the two major factors influencing ductility of column. This paper disc- ussed which measures to take to deal with a short column in design.