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1)  dead weight uniform load
自重均布载荷
1.
In view of offshore drilling practice,a method has been derived for calculating the critical load on riser under the combined action of wellhead concentrated load and dead weight uniform load by assuming the drilling riser to be a pipe member with one end fixed and other end hinged and based on the principle of energy conservation and theory of elastic stability.
从海上钻井实际出发,假定隔水导管为一端嵌固、一端铰支约束的典型受力杆件,根据能量守恒准则和弹性稳定性理论,推导出了在有端部集中载荷及自重均布载荷联合作用下其临界载荷的计算方法,并对不变刚度结构和变刚度结构两种不同组合形式的隔水导管的临界载荷进行了实例计算与分析。
2)  dead weight uniform
自重均布荷载
3)  uniformly distributed self-weight load
均布自重荷载
4)  Uniform load
均布载荷
1.
Analysis of the buckling of compressive bar under axial compression and uniform load;
轴向压力和均布载荷作用下压杆的屈曲研究
2.
Analytical computation of uniform load deflection for a shock absorber throttle slice;
减振装置节流阀片均布载荷变形解析计算
3.
Plastic limit analysis is applied to cases under localized uniform load and linear load by the singular function method.
针对内边界支承的固支和简支环板,应用奇异函数法研究了环板在局部均布载荷和线性分布载荷共同作用下的塑性极限分析问题,给出了环板在极限条件下均布载荷和线性载荷所满足的关系式。
5)  uniform load
均布荷载
1.
The practical formulas and its modified coefficients of deflection for beam-arch association bridge loaded by uniform load are obtained on the basis of mechanical method.
将外部静定、内部高次超静定的梁拱组合桥梁分解成梁拱闭合体和吊杆两种构件,并且将吊杆力假定为膜张力,通过力学方法求解得到下承式梁拱组合体系在均布荷载作用下挠度计算的实用公式及其修正系数,为设计人员理解梁拱组合体系的受力特性,在概念设计阶段确定较合理的结构参数提供了理论依据。
2.
The paper makes a research on the interface slip of the double steel-concrete composite beam under uniform load by the primary mechanical principle.
利用基本力学方法对钢-混凝土双面组合梁在均布荷载作用下的滑移效应进行分析,推导得到了负弯矩区上、下交界面滑移沿梁长方向的表达式,并通过算例比较了双面组合梁与传统单面连续组合梁的滑移特点。
3.
The moment and shear and deflection formulae for five same cross-section beams connected with pin at same span under uniform load are derived,and their maximum calculate expressions are given.
本文推导了在均布荷载作用下,五等跨等截面铰接梁的内力和挠度方程,给出了内力和挠度最大值计算式,编制了内力和挠度计算系数表,可便捷地应用于工程结构计算。
6)  uniformly distributed load
均布荷载
1.
Dynamic Green s functions for uniformly distributed loads acting on an inclined plane in 3-D layered site;
三维层状场地中斜面均布荷载动力格林函数
2.
The formulas of the tension in cable and the deformation of the cable net under uniformly distributed load have been deduced by the analytic method.
采用解析法推导出均布荷载作用下平面索网的变形和索中拉力计算公式,为设计人员进行索网方案设计提供了方便。
3.
As an example, this paper solves the bending problems of four edges simply supported thick plate on spring base, which is loaded by local uniformly distributed loads.
作为算例,求解了局部均布荷载作用的弹性支承四边简支厚板的弯曲问题,并相应地以图表的形式给出了计算结果,并与有限元结果进行了对照,证明本文给出的一般性的封闭解析解的表达式是正确的。
补充资料:均布
1.普遍分布。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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