在建立有限元模型中，广泛采用变截面梁和异型梁是本模型的一大特色。
Taper section and custom section beams are widely adopted in the process of model set-up, which is a feature of this paper.
建议采用SATWE异型柱框架计算模式，并考虑带刚域梁的影响，同时适当考虑构造措施。
SATWE special-shaped column frame calculation mode should be adopted as suggested. Also, due consideration should be given to both the influences and construction measures of reinforcing beams.
针对某直升机尾桨叶梁的异型缠绕进行分析。
Special shape fiber winding to screw propeller hub splint of helicopter was analyzed.
介绍了上海市共和新路高架跨汶水路车站的异型连续钢箱梁的设计与施工特点 ，并对其受力特性着重进行探讨分析。
The paper introduces the characteristics of the design and construction of deformed continuous steel box beam of Shanghai Gonghexin Road Elevated Bridge over Wenshui Road Station.
应用此程序对刚性边梁支承下的单层柱面正交异型网壳在竖向地震作用下的动力响应进行计算，由B—R准则和网壳结构的动力位移响应曲线判断出网壳结构在此条件下的动力临界荷载值。
The dynamic response of the structure under seismic load is calculated by the program. The critical value is attained according to the rule of B-R and dynamic response of the structure.
应用此程序对刚性边梁支承下的单层柱面正交异型网壳在竖向地震作用下的动力响应进行计算，由B—R准则和网壳结构的动力位移响应曲线判断出网壳结构在此条件下的动力临界荷载值。
The dynamic response of the structure under seismic load is calculated by the program. The critical value is attained according to the rule of B-R and dynamic response of the structure.
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