1) linear and uniformly distributed load
线性和均布荷载
1.
The plastic critical analysis of simply supported circular plates based on unified yield criterion under linear and uniformly distributed load was carried out,and two forms of loads were considered.
采用统一屈服准则对线性和均布荷载共同作用下的简支圆板进行了塑性极限分析,并考虑了2种荷载形式,分别得出了极限解的表达式。
2.
As for simply supported circular plates under linear and uniformly distributed load,This paper calculate the plastic limit load by applying unified strength theory(UST).
对于线性和均布荷载共同作用下的简支圆板,本文采用统一强度理论对其进行了塑性极限分析。
2) linear non-uniform pressure
线性非均布载荷
1.
It is shown that the computation method of deformation of throttle slice on linear non-uniform pressure is accurate, which has important reference value for the throttle valves parameters design and characteristic simulation of telescopic shock absorber.
根据减振器环形节流阀片线性非均布力学模型,利用节流阀片的边界约束条件和连续性条件,得到环形阀片弯曲变形曲面微分方程的通解,然后通过恒等变换,建立了环形节流阀片在线性非均布载荷作用下的弯曲变形系数和弯曲变形解析计算式。
3) 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。
4) 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。
5) 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。
6) uniformed load
均布载荷
1.
his paper deals with the small free vibration in the vicinity of the static equilibrium configuration of nonlinear bending of a circular thin plate under static uniformed load.
本文讨论了均布载荷作用下圆薄板在非线性弯曲静平衡构形附近的微幅自由振动。
2.
The purpose of this paper is to focus on studying its flexural behavior under the uniformed load after the pre-stressed RC hollow slab is strengthened with CFRP.
为研究碳纤维布加固预应力混凝土空心板在近似均布载荷作用下的受力性能和加固效果,通过8块按工程实际尺寸设计制作的预应力混凝土空心板试件,在近似均布载荷作用下的试验,研究不同的碳纤维布粘贴方式及粘贴数量,对碳纤维布加固预应力混凝土空心板受力性能和加固效果的影响;阐述了加固后试件承载力提高程度、裂缝开展情况,及载荷～应变、载荷～挠度的变化。
补充资料：和均
1.同"和韵"。 2.协调;谐和。
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