2) the eccentric tension-resistance bearing capacity
偏心受拉承载力
1.
This article first pointed out the formula s mistakes in the eccentric tension-resistance bearing capacity design in 《Technical Specification for Concrete structures of Tall Building》JGJ3-2002,and put forward the right form of formulas.
首先指出了《高层建筑混凝土结构技术规范》在进行墙肢正截面偏心受拉承载力设计时的公式错误,并提出了公式的正确表达式,然后对公式的正确表达式进行了合理性分析,最后对规程中墙肢在某一配筋及截面情况下只受弯矩作用时的极限抗弯承载力公式进行了合理性分析。
3) pressure bias load
压力偏置负载
4) bias load
偏载
1.
The results show that the insufficiency of carburized depth,decarburization on the surface layer and the coarse grain in carburized layer of the gear are the main factors to cause the failure of the gear,as well as the bias load running of the gear during service.
结果表明,齿表面渗碳层深度不足,并有脱碳现象,渗碳层组织粗大,使用中存在偏载现象等问题,是造成齿轮轴伞齿段发生崩齿失效的主要原因。
5) Partial load
偏载
1.
With reference to the Puyangjiang double-tracks railway continuous beam bridge in the electrified speed-raising of Guangzhou-Ganzhou railways engineering,this paper analyzes the torsional response of box beam in the partial load of dynamic and static loads test.
以浙赣线电气化提速改造工程浦阳江双线铁路连续梁桥为工程背景,分析了该桥动静载试验单线加载时偏载作用下箱梁的扭转效应。
6) deflected load
偏载
1.
Analysis and study on the FEA of rolling mill bearing under deflected load;
轧机轴承偏载下的有限元分析研究
补充资料：偏载
1.不全部负载。
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