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The first part, which includes Chapter 2 and Chapter 3, proposes and studies the static force solution of the model for grillage girder by elastic supporting, some applications are discuss.

第一部分包括第二章和第三章,提出并研究了弹性支承交叉梁系模型的静力解,并探讨其应用。

Analysis and Design for Grillage Foundation with Rigid Area;2. The considerable difference between the model with rigid area and models without rigid area can be found through the conclusion.

根据作者提出的带有刚域的弹性地基梁模型,编写调试了相应的计算机程序,分析了一些算例并与其它方法进行了比较。

From elastic piezoelectric theory and Hamilton Principle, theory of non-conform piezoelectric finite element method is derived.

根据弹性压电理论与Hamilton原理导出了机电耦合有限单元动力学方程的一般形式,然后引入了非协调元的概念,并应用于压电结构,对压电层合梁进行了较为详尽的分析,还介绍了程序中使用的动力学计算方法。

In order to investigate the coupling characteristics between elastic deflections and rigid motions of the blades, the moderate deflection beam model was adopted to treat elastic deflections and two methods were adopted to treat rigid motions based on infinitesimal rotation and finite rotation.

为了研究桨叶刚柔耦合特性,采用中等变形梁模型处理桨叶弹性变形,分别采用小转角和有限转角两种方法处理桨叶绕铰的刚性运动。

According to displacement overrun failure criterion and structure instability failure criterion, integral seismic capacity of structures is obtained. Verification of the optimal structure from pushover analysis can be performed by comparing each structure\'s integral seismic capacity.

本文分析结果表明:增大巨型梁高更能有效地进步结构抗震能力;部分采用防屈曲支撑改变了巨型钢框架的失效模式,不仅进步了结构弹性极限能力,而且使得抗震性能得到明显的改善。

Techniques to process the output signal of this sensor were covered in this paper.

在传感器平行梁弹性元件结构优化设计基础上,给出了传感器输出信号的处理方法。

The scattering wave velocity potential to the flexible circle pile was the solution of the Laplace equation, which satisfied the cylindrical surface non-homogeneous boundary condition.

采用动力Winkler弹性地基梁模型模拟桩土动力的相互作用,通过求解满足柱面非齐次边界条件的Laplace方程,直接构造波浪对柔性桩的散射速度势,考虑了流体和桩体的相互作用,由解析法给出了埋置圆桩在波浪荷载下的动力响应。

According to two hypotheses: one for the relation between the dynamic complex stiffness and the material dynamic characteristics, another for the relation between the static displacement and the force acting on the element, the predicting formula for rectangular cross section are obtained respectively using the static stiffness formulation from the beam——column theory and the G〓bel method.

利用粘弹性材料的标准导数和分数导数模型的本构关系,建立了动态储能和损耗模量函数的关系式,由材料特性实验确定其中的参数,按元件的动态复刚度和材料动态特性之间与元件静态位移与作用力之间的关系假定,依柱梁理论或G〓bel的方法建立的静刚度表达式,建立了矩形截面环元件的刚度和阻尼的预测公式。

At the same time,it designed the project of construction supervision and measure aimed at the strengthening bridge by external presttessing,through the contrast between the result in theory and fact,we can see that it is feasible to use predigestion's computing based on elasticity to analyse continuous rigid frame briges reinforced by external presttessing ,and it can ignore the effect of the second stress. So, it can be capable of the analyses in the strengthening bridge by external presttessing using the method of controlling by flexibility and stress to set up the model of scathe,and,the method of external presttessing can ensure stress reserve of the main beam, to reduce effectively PrinciPal tensile stress, to renew line state of bridge structure and gradient. The effect of strengthenment was obvious and the reinforcement scheme was successful.

同时,进行了该桥体外预应力加固监测方案设计,并通过理论计算结果与实际监测成果的比较,验证了在施工阶段及正常使用阶段,大跨连续刚构体系的体外预应力加固计算中忽略二次应力增量的影响,采用弹性分析方法进行简化计算的可行性,进而说明采用双控拟合方法建立的结构损伤模型能够满足体外预应力加固计算的要求,并且体外预应力加固法能够显著增大主梁的应力储备、有效地减少了主拉应力、恢复了桥面线形和坡度,加固效果明显,加固方式成功。

Based on the generalized potential energy variational principle of nonlinear elasticity theory with large deflection,the incomplete generalized potential energy functional is established on the space coupling free vibration of three-span self-anchored suspension bridge by considering the effect of coupling of flexural and axial action,and shearing strain energy of stifening girder.

摘 要:基于大位移非线性弹性理论的广义变分厚理,考虑了加劲梁的压弯耦合和剪切应变能的影响,建立了三跨自锚式悬索桥空间耦合自由振动的大位移不完全广义势能泛函,通过约束变分导出了自锚式悬索桥的竖向挠曲振动、横向挠曲振动和纵向振动的基础微分方程,忽略非线性项的影响,进而得到线性振动微分方程。

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