1) thermal secondary force
温度次内力
2) thermal force
温度内力
1.
The analysis indicated that axial forces were far smaller than radial forces, which were produced by temperature changes, and bending moment and torsional moment of SFT were produced by thermal forces of tension legs.
采用混合法研究张力腿定位的曲线形水中悬浮隧道的温度内力。
2.
Based on the philosophy of structural mechanics,a practical approach is developed for calculating thermal forces induced in members of steel frames subjected to local fire.
根据结构力学原理和方法 ,提出了一种计算局部火灾下钢框架温度内力的实用计算方法。
3) temperature stress
温度内力
1.
A practical approach for temperature stress of beams of ARC frame under high temperature of fire;
火灾高温作用下钢筋混凝土框架梁温度内力实用计算方法
4) inner force remain due to temperature
温度残余内力
5) secondary internal forces
次内力
1.
The definition of resultant internal forces,first internal forces and secondary internal forces are presented.
就预应力混凝土结构中的综合内力、主内力和次内力给出其物理意义的解释。
2.
Based on the analysis of internal forces for prestressed concrete structures caused by equivalent load,the definition of resultant internal forces and first internal forces and secondary internal forces are presented and convenient caculation,so as to bring convenient for engineering designing and calculating.
基于预应力混凝土构件在等效荷载作用下混凝土截面内力的分析,给出综合内力、主内力和次内力的物理意义及简捷计算方法,从而方便了工程设计计算,有利于预应力混凝土结构的推广与应用。
6) secondary internal force
次内力
1.
Study on the secondary internal forces in skew box girders induced by sunshine temperature gradient;
斜支承箱梁的日照温度次内力研究
2.
Reasonable utilization of secondary internal force in prestressed concrete structures;
预应力混凝土结构中次内力的合理利用
3.
Firstly,authors studied the reasons that results in the secondary internal force were caused by prestressing force in PC continuous beam.
首先分析了预应力混凝土连续梁中预应力引起的次内力产生的原因,然后把连续梁等效成边跨和中跨2种基本结构形式,将常见预应力束布设形式引起的固端约束次力矩和弯矩用参数表示,包括直线束、局部束、折线形预应力束以及抛物线形预应力束;同时,分析了折线束和抛物线束的梁端压力线与梁重心线的偏离距率及钢束几何形状的对应关系,总结了这2种布束形式对结构内力影响的特征;最后以一个三跨等截面连续梁为实例,对比折线束与抛物线束产生的次内力效应。
补充资料：铂电阻温度表(见电阻温度表)
铂电阻温度表(见电阻温度表)
表。bod旧nZu wendubiao铂电阻温度表见电阻温
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条