In conventional steel frame analysis, the behavior of beam-to column connections is treated as either pinned or rigid joints entirely.
在钢框架的传统分析理论中，总是将钢框架的梁柱连接假定成理想铰接或完全刚接。
In traditional steel frame analysis, the behavior of beam-to-column connections is treated as either pinned or rigid joints entity.
在传统的梁柱分析理论中，总是只将梁柱连接假定为理想铰接或完全刚接。
The moment-rotation relation of beam-to-column semi-rigid connections was simulated with the three-parameter mechanical model.
采用已有的三参数力学模型模拟半刚性连接梁柱节点的弯矩-转角性能。
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