提出一种采用连续化方法对高层框架—剪力墙结构在侧向荷载作用下的位移、内力及相互作用的计算方法。
The paper puts forward a kind of calculating method for displacement, internal force and interaction of high-rise frame-shear wall structure under lateral load by using continuity method.
并编制了一个可计算各种不同形状、不同边界条件、不同分布荷载作用下的波纹管之位移、内力的程序。
According to the requirement of the subject, the paper has made out a program which can calculate the displacement and stress of bellows in different loads.
阐述钢索结构的内力及位移计算的有限分析法。
A finite analysis calculation method of the internal force and displacement on the wire rope structure is presented.
进行了动力拟合计算，得出了垂直和水平的激振力以及相应的动位移、动内力。
The vertical and level exciting forces, the Corresponding dynamic deflections and the dynamic internal forces are obtained by using the kinetic calculation.
采用了一套描述主缆位移、吊杆内力值以及实现三轮张拉到位的方法来跟踪模拟计算吊杆张拉过程中的每一步骤。
The method, which describes the displacements of main cable and hangers force and puts the tension completion into effect by three times, to trace analogy calculation during tension procedure.
有关资料表明采用这种地基模型计算地基刚度矩阵，所获板内力和位移结果能很好的符合弹性解答的基本规律。
Some documents show that the proposed method in calculating stiffness matrix is satisfied in solving the displacements and internal forces of plate by elastic theory.
编制全桩位移、内力计算和图形处理有限差分程序。
The finite difference computing and figure processing of displacements and internal forces of piles are programmed.
采用两阶段分析方法，提出了隧道开挖对群桩竖向位移和内力影响的解析计算方法。
A simple analytical two-stages method for determining the settlement and internal forces of group pile caused by tunneling was present here.
本文根据P - Y曲线，应用差分法计算横向荷载桩的内力和位移。
According to P-Y Curves, difference-method is used to calculate the internal forces and deflections of laterally loaded pile in this paper.
水平基床系数是在计算深基坑的变形、支护结构的稳定性，以及桩在水平荷载下的位移、内力等方面有重要意义的参数。
Horizontal foundation modulus is an important parameter in calculating the deformation of deep excavation project, evaluating the stability of the retaining structure.
根据计算结果，进行了柜体的位移和内力分析，确定了柜体强度校核和刚度校核的控制点。
The analyses of displacements and internal forces of the body are presented. The control points of strength and rigidity check are determined.
建议进行复杂高层建筑结构内力与位移计算时，楼板宜按弹性考虑。
Therefore, the advice that a flexible diaphragm model should be adopted in calculating internal forces and displacements of complex tall building structure is presented.
节点位移与索元内力的求解是索网结构静力计算中的两个基本问题，其特点是结构的形状与内力是耦合的。
This paper focuses on the feature that shape and internal forces are coupled for a cable-net structure.
其次，引入有限差分法与双参数法，考虑桩底的几种约束情况，推导了锚索桩内力与位移计算方法。
Secondly, by the finite difference method and two-parameter method, this study derives the calculation on the inter force and displacement of the anchor piles.
使得锚杆挡土墙复杂的设计计算工作变得准确、快捷和可靠。在设计中引入位移法和力法求解肋柱结构内力，增强了软件本身的功能。
Especially the methods of displacement and force used to calculate the structure internal force of rib beam in the software, which makes the software's function enhanced.
对框支墙、部分框支墙和底层框架上有部分无孔墙的剪力墙亦给出了计算结果，对各种墙在三种常用水平荷载作用下的内力和位移给出了统一的计算公式。
The results are given for the cases such as shear walls fully supported or partly supported by beam-column systems and part of walls above them without openings as well.
本文提出了半刚性连接钢框架位移和内力计算的刚度矩阵法，另外还提出了在水平荷载和竖直荷载作用下内力的简化计算方法。
Displacement of stress-resultants computation technique of semi-rigidly connected steel frames inclucing stiffness matrix method, hand calculation method has been proposed.
随后完成了对框架在横向水平风荷载作用下的内力和位移的计算，对计算结果进行分析，确认了结构在风荷载作用下的安全性。
Then completed a framework for the horizontal level wind loads of internal force and displacement calculation, the results calculated analysis, confirm the structure in the wind load security.
随后完成了对框架在横向水平风荷载作用下的内力和位移的计算，对计算结果进行分析，确认了结构在风荷载作用下的安全性。
Then completed a framework for the horizontal level wind loads of internal force and displacement calculation, the results calculated analysis, confirm the structure in the wind load security.
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