The connection modes of antenna pedestal of A-type, B-type and C-type radar on ship with mast support are introduced in this paper. The stress and strength of bolt connection are analysed, and some problems which must be considered in structure design are raised.

At the same time, the article introduce concisely the setting of bearings, extension finger plate and the pre buried elements in the beam.

简要介绍了PC轨道梁的支座、伸缩指形板及梁内或梁上预埋件的设置。

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In this paper, the equation of motion of a control system composed of HVES and controlled structure is developed taking the support deformation into account.

在考虑支座变形的条件下.建立了液压粘弹性控制系统（HVES）与受控结构所组成的控制体系的运动方程；

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The serial isolation system consisting of laminated rubber bearing and R/ C column has been applied in practical building, but without the corresponding codes for calculation and design yet.

将叠层橡胶支座和R／C柱的串联机构作为隔震系统的做法在实际工程中已有应用，但至今尚无规范化的设计计算方法。

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The style of support abutment influences greatly on the stable structural bearing capacity.

支座形式对结构的稳定承载力影响很大，为保证结构安全可靠，在实际工程中应尽量采用固支或接近于固支的支座形式；

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This accomplished by mounting the elements on a heavy steel table placed on antivibration supports.

将元件装在沉重的钢制台面上，并将台面放在隔震支座上，即可满足这一要求。

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In the structure measures, it proposes the overlap sheet steel rubber abutment as support installment, the spring as junction device. They forms an absorption of shock control system by the roof garden TMD supporting on the main structure.

在构造措施上，提出用叠层钢板橡胶支座作为支承装置，用弹簧作为连接装置，将屋顶花园TMD支承在主结构上形成一个减震控制体系。

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When N ≥ 5, the demolishment of temporary supports should be based on the principle of "interval ends".

当连续跨数N≥5时，宜“隔端拆除”临时支座；

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About the structure measures of roof gardens as TMD, conferring to use rubber springs and overlap sheet steel rubber abutments as TMD's support system, introduces constructure measures in detailed about plant things, plants the soil and waterproof, drain off water etc.

在屋顶花园作为TMD的构造措施上，提出用橡胶弹簧和叠层钢板橡胶支座作为TMD的支撑系统。并详细介绍了种植物、种植土及防水、排水等构造措施。

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Experimental study on bearing of prestressed concrete beam for light railway

城市轻轨PC梁铸钢支座强度分析和实验研究

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Study on setting of initial shear stiffness of LRB in seismic-isolation design The Seismic Response of LRB Isolation Bridges under Transverse Earthquake

隔震设计中铅芯橡胶支座（LRB）屈服前刚度取值的研究铅芯橡胶支座隔震桥梁横向地震反应分析

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The vertical deformation of rubber isolator due to shear and bending is increased with shear stain rapidly.

得出对RB支座，由剪切和弯曲产生的竖向变形随剪切应变增加而增大较快；

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A hybrid multi-body system composed of two flexible manipulators and rigid pedestals is considered in this paper. The dynamical model of the system is established based on Lagrange principle using Finite Segment Method ( FSM) and numerical simulation is performed.

基于柔性杆件的有限段模型，利用Lagrange方程建立了包含刚性支座的双连杆柔性机械臂的刚、柔混合多体系统动力学模型并完成了系统的动力学仿真。

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This provides a foundation for the practical design of support of HVES.

在此基础上，给出了支座刚度的下限临界值，从而为HVES支座的工程设计提供了依据。

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Preparation of Basin-shaped Rubber Support Seat in Bridge of Highway

200t公路桥梁盆式橡胶支座的研制

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Equation of motion of LRB structures to multiple excitations is derived, the stochastic equivalent linearization method is used to ( linearize) the equation of motion.

推导了LRB隔震结构多点激励运动方程，并运用随机等价线性化方法以计入铅芯橡胶支座（LRB）的滞回非线性性能。

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The program realized calculation support reaction of typical pipe segments on flat of Windows with Visual Basic 6.0.

在Windows操作系统平台上，以VISUAL BASIC6.0为开发工具编写相应程序，实现各典型管段的支座受力计算。

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Based upon the kinematic constraint theory, this paper studies a new higher-order synthesis method of the path generator for plane linkages, and gives synthesis examples of lhe Stephenson's six-bar mechanism for the generation of path.

以运动约束原理为基础，讨论平面连杆机构轨迹发生器高阶综合的一种新方法，并给出全铰链三支座Stephenson型六杆机构的综合实例。

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This article qualitatively analyses several possible effects to the carrying load, in the capacity of moment adjustment with CFRP reinforcement, the support reinforcement rate and two-way loading.

本文主要对CFRP加固后，连续梁调幅能力、支座配筋率对加固效果影响、二次受力等几个因素可能对连续梁承载力产生的影响做了定性分析。

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From the above point, further illustrate the reason that the pad design limit stress should be adjusted with its shape factor when the shape factor is lower ( S8).

本文还进一步探明了在形状系数较低时（S8）支座的设计应力应随形状系数进行调整的合理性。

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An undercarriage or stand on which a device rests while in service.

底座在使用时将设备固定在其上的底座或支撑物。

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