刚域是指计算中，在杆件端部其弯曲刚度按无限大考虑的区域。
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.
本文在改进多垂直杆剪力墙模型基础上，以带刚域的局部纤维模型模拟连梁，两模型结合可很好的模拟联肢剪力墙。
Based on the modified-multi-vertical-line shear wall model, this paper adopted partial fiber model with rigid region to simulate coupling beams.
在考虑地下室基础承台刚域及抗拔桩布置的情况下，对基础梁的弯矩计算进行分析推导，得出了跨中弯矩的折减系数计算公式。
Moments on basement foundation beams considering rigid zone of pile caps and pulling resistance of piles are analyzed. Reduction factor of midspan moment is gained.
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