Based on analysis results, a formula for the calculation of restraining moment of single-plate connection between steel truss (steel girder) and RC wall is derived.
本文根据分析结果拟合得到了适用于钢桁架或实腹钢梁与混凝土墙体之间连接约束弯矩的计算公式。
Considering the restraining moment of the secondary beam, the paper deduces formulas for calculating torsional moment of edge beam of frame. Primary factors of affecting torsional moment are analyzed.
考虑次梁的约束作用，推导了框架边梁的扭矩计算公式，分析了影响扭矩大小的主要因素。
From the test results, the regularities of temperature field, deflection, axial restraining force and connection moment are presented.
通过试验得出了钢梁的温度场分布、变形、轴向约束力和连接弯矩的变化规律。
It was found that the restraining effect relies on mist flux, discharging moment and position.
研究发现，超细水雾抑制轰燃的效果依赖于雾通量、施加时刻、施加位置等因素。
It was found that the restraining effect relies on mist flux, discharging moment and position.
研究发现，超细水雾抑制轰燃的效果依赖于雾通量、施加时刻、施加位置等因素。
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