Rigid beam-to-column connection with T-stub is widely used in the USA and Japan.
形件连接的梁柱刚性节点在美国和日本有着广泛的应用，然而在我国对这方面的研究并不充分。
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。
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