对刚接体系与铰接体系给出了不同的框架计算图形。
The paper gives different diagrams for calculating frames of rigid-jointed and pin-jointed systems.
传统的钢框架分析和设计都假定梁与柱的连接是完全刚性的，或是按理想铰接的。
The traditional analysis and design of steel frame assume beam-column connections are fully rigid or ideal pin connection.
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 conventional steel frame analysis, the behavior of beam-to column connections is treated as either pinned or rigid joints entirely.
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