不平衡弯矩 meaning in Chinese
u alanced moment
unbalanced moment
Examples
- Analysis of interior slab - column connection subjected to moment and shear with spatial strut - and - tie model
采用空间拉压杆模式对同时传递剪力和不平衡弯矩板柱中节点的分析 - ( 3 ) using yielding line theory , we educed ultimate capacity of slab - column connection which was bend destroy under vertical load , vertical load and unbalanced bend in the text
( 3 )利用屈服线理论,推导出竖向荷载作用下、竖向荷载和不平衡弯矩共同作用下板柱节点发生弯曲破坏时的极限承载力。 - ( 2 ) with the universal finite element software ansys , reasonable finite models for such slab - column connection were established and a static non - linear analysis was made , and the rule of this structure about the aspects of force deformation and destruction under vertical load and unbalanced bend are summarized . based on this , a simplified calculation method of punching capacity is advanced
研究空腹板柱节点的传力机理和破坏模式;对在竖向荷载作用下、竖向荷载和不平衡弯矩共同作用下板柱节点内力、变形和破坏过程进行研究,并提出了抗冲切承载力的简化计算方法。 - So in this thesis , combining with the key item of construct science and technology of hunan province , by analyzing the force performance and the working mechanism of this structure subjected to vertical load and unbalanced bend , a formulas to calculate the punching of reinforced concrete hollow slab - column connections is put forward , and also the reference with proper theory foundations and calculation for this structure ’ s design are provided
目前国内外对此结构体系的抗冲切性能研究很少,受力性能和设计理论还不明确。本文结合湖南省建设科技计划重点项目,分析了空腹板柱节点在竖向荷载和不平衡弯矩作用下的受力性能和工作机理,提出了板柱节点的抗冲切承载力计算方法,为设计提供一定理论依据和计算参考。