【摘要】 用时程分析法,通过在地震作用下,异形柱结构体系与矩形柱结构体系内力的对比分析,得出异形柱结构体系抗震性能好于矩形柱结构体系的结论。更多还原

【Abstract】 In this article internal force comparison under earthquake effect is made between frame column with rectangle cross-section and special-shaped ones by usingtime history analysis method.It is concluded that the earthquake resistance of special-shaped column is better than that of the rectangle ones.更多还原