计算有侧移框架内力的力矩分传法。
This paper presents a new internal force calculation method of a frame with lateral dis- placement.
按此方程导出了无侧移框架和有侧移框架柱的计算长度取值方法。
The evaluation of column effective length factor both braced frames and unbraced frames with flexible joints is derived.
由于桁架的支撑作用，弱支撑交错桁架结构柱子的有侧移失稳与纯框架柱的有侧移失稳存在区别。
The columns' buckling in the weak-bracing staggered truss structure is differing from that in frame structure, because of the trusses' bracing.
应用推荐