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1.1. The study development of steel moment frames, the CFT column and the CFT composite connections in the aspect of nonlinear analysis were briefly reviewed.
1、简要回顾总结了钢框架、钢管混凝土柱及其节点非线性分析的主要进展；收藏指正
2.The influence of such parameters as axial load index, aspect ratio and percentages of lateral reinforcement, on seismic performance of reinforced concrete frame column in Hong Kong and analyses the distribution relationships of flexural deformation, shear deformation and slippage of longitudinal reinforcement in joint zone.
根据试验结果，讨论了轴压比、配箍率、剪跨比等参数对其抗震性能的影响，分析了水平荷载作用时塑性铰区的弯曲变形、剪切变形和纵向钢筋粘结滑移变形所产生的位移在框架柱总水平侧移中所占的比例及其变化规律。收藏指正
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