• The principles fit also in with piled foundation beam.

    原则适用梁式基础

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  • The double-arch tunnel passes through a big water-eroded groove by setting foundation beam method.

    跨连拱隧道设置地基梁的方式穿过大型地段。

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  • At last, the matrix equation for analyzing elastic foundation beam is held up by the equilibrium of node forces.

    最后单元结点平衡建立分析弹性地基矩阵方程

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  • In this way, the calculation of the elastic foundation beam is further unified, which is very convenient to practical use.

    这样进一步弹性地基计算问题统一起来实际应用提供方便

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  • According to the theory of curve beam and elastic foundation beam, a mechanic model for the structure of a special submarine cabin is developed.

    采用曲率理论弹性基础梁带理论,建立潜艇特殊舱段结构力学模型

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  • In excavation of double span tunnel, there exists a big water-eroded groove. The method of elastic foundation beam is used to cope with the situation.

    隧道岩溶地区施工中遇到大型采用弹性地基法成功跨越。

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  • Therefore, some slopes cannot be reinforced efficiently by foundation beam with prestressed cable because of the unreasonable designed anchorage-angle.

    鉴于此,研究了预应力锚索合理确定锚固角方法,提出锚索地梁和面岩体间不发生相对滑动初判条件;

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  • By analysing the bearing condition of pier cap and foundation beam (tie beam), this article gives the design approach of pier cap and foundation beam (tie beam).

    通过分析基础(拉梁)受力状态提出了墩帽及基础梁(拉梁)的设计方法

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  • The elastic foundation beam is a familiar component in civil engineering and different fundamental equations of which are corresponded to different foundation models.

    弹性基础模型基础上,通过引入损伤因子,提出一类基于损伤本构的基础梁模型,并一定条件下对模型进行了求解对比分析。

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  • This paper analyzes the pile-soil interaction adjacent to superficial surcharge, the pile is modeled simple elastic foundation beam, soil to be elastic-plastic deformation body.

    本文针对大面积地面载条件下的邻近桩基进行分析,假定桩简单弹性地基,而桩周作为塑性变形体。

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  • The cracking in embedded concrete box culvert in Chongqing City was studied and the structural calculation checks in this paper were performed using elastic foundation beam theory.

    本文针对重庆市某沟埋式市政混凝土开裂事件运用弹性地基理论进行箱涵结构计算

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  • Analysing the character of internal forces of anchor cable frame by winkler model and verifying it by field test a calculation method is put forward based on elastic foundation beam.

    利用winkle r地基模型分析锚索框架受力特征并通过现场试验加以验证提出锚索框架的弹性地基计算模式。

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  • The example results at the end of the paper show that the given formulas are correct and they can be used for analyzing viscoelastic foundation beam in different kinds of engineering.

    工程实例表明建立的力学模型正确用于各种工程中的基础分析。

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  • The results show, in some cases, that the pressure against the soil foundation tends to be even, the sagging bend moment of the foundation beam is reduced and the hogging bend moment of the fo...

    计算结果表明某些情况下地基趋于均匀,基础梁正弯矩显著减少,而弯矩则显著增大。

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  • Underexcavation and overexcavation models have been presented based on the elastic foundation beam theory and the corresponding deflection equations and other controlling equations have been deduced.

    弹性地基理论基础,建立了上排钢管幕超挖欠挖两种工况的力学计算模型推导出钢管幕的挠度曲线及相应控制方程

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  • Based on the Winkler foundation beam theory, the effect of foundation width on the foundation beam rigidity and, in consequence, further on the load distribution in grillage foundation are discussed.

    克尔地基计算理论基础,讨论了基础底板宽度基础梁刚度影响以及基础梁刚度对正交十字交叉基础荷载分配的影响。

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  • Ultimate strength design is not required and the reinforcement can be determined only on basis of allowable crack width in design of beam on foundation.

    地基可不进行承载能力极限状态的计算配筋正常使用极限状态中的允许裂缝宽度来确定。

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  • Based on the visual work principle of structure analysis, a general formula for the displacement calculation is deduced for the static analysis of the beam on elastic foundation.

    根据结构分析中的原理推导弹性地基位移计算一般公式,介绍了连续弹性地基梁静力分析方法。

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  • A two-dimensional vehicle-pavement system is modeled with the two DOF quarter vehicle suspension and a beam on viscoelastic foundation.

    采用自由度四分之一汽车悬架弹性地基模型建立了二维汽车-路面系统

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  • With Winkler foundation model, the foundation pressure on Winkler foundation-beam with one fixed end and subject to evenly distributed loading is calculated.

    利用文克尔局部弹性地基模型求解均布荷载作用一端固定弹性地基梁的基底压力

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  • The common method of beam on elastic foundation for the integral base is critcized and the improved method is presented.

    在此基础上,对水闸整体式平底板现行弹性地基方法进行了分析,同时对此提出改进。

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  • As a important basis of calculating the distortion and strength of the buried pipeline, the paper gives out the space curve differential equations of elastic foundation-beam (displacement equation).

    作为计算埋地管道变形强度重要基础给出弹性地基梁的挠曲线微分方程(位移方程)。

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  • The shape function matrices and the element stiffness matrices of the pile elements in layered media are derived by adopting the Beam - On - Dynamic - Winkler - Foundation model.

    采用动力克尔地基模型推导了层状介质单元函数矩阵单元刚度矩阵。

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  • Immersed tube tunnels are often analyzed by using the method of beam or plate on elastic foundation which can not precisely simulate the behavior of joints.

    隧道纵断面结构计算采用弹性地基弹性地基,但这些方法较难真实模拟沉管隧道受力情况,特别是接头的受力情况。

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  • A method of topology optimization of grillage structure with stress constraints is presented and applied to analyze the reinforced beam of raft foundation.

    筏型基础加强分布进行拓扑优化分析提出一种应力约束下的格栅结构的拓扑优化方法

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  • Introducing the boundary conditions of the beam, a set of linear complementary equations is established of the beam on a rigid foundation in terms of foundation reactions and deflections.

    通过引入边界条件建立起刚性地基关于地基反力挠度线性互补方程

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  • Design thought and method of underpinning beam, column, foundation and relative joint construction in remodeling office building for Committee of Family Planning in Harbin are introduced.

    提出哈尔滨市计生委办公楼结构改造所需、托换、托换基础相关连接构造设计思路方法

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  • Design thought and method of underpinning beam, column, foundation and relative joint construction in remodeling office building for Committee of Family Planning in Harbin are introduced.

    提出哈尔滨市计生委办公楼结构改造所需、托换、托换基础相关连接构造设计思路方法

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