公司拥有多名科技研发人员，技术力量雄厚，可根据客户的实际要求设计生产各种类型钢结构支座、橡胶减隔震支座及其它橡胶减振产品。
Many kinds of steel structure bearing, rubber seismic mitigation and isolation bearing and other rubber shock absorber products could be designed and produced according to he requests of customers.
研究表明在膜结构的找形阶段应适当地加大结构的初始预张力，以减小由于支座变形所造成的预应力损失。
It is found that the prestress should be increased to reduce the loss of prestress with the deformation of the support.
桥梁支座是在桥梁结构与桥墩(或桥台)的支承处所设的传力装置，是一种承受高压力的结构部件。
Bridge support is a force transfer device installed at support of bridge structure with pier (or abutment). It is a kind of the structural parts that can bear high pressure.
通过输入不同大小和类型的地震波，分析隔震上部结构和隔震支座的地震反应。
Earthquake responses of isolated top structure and isolation bearing were analyzed by inputting earthquake wave with different magnitudes and types.
本文将磁流变(MR)阻尼器与普通橡胶隔震支座相结合，组成智能基础隔震系统应用到结构控制中。
In this paper, smart base isolation system consisting of rubber bearing and MR damper is applied to structural vibration control.
结构被模拟为一个具有滞迟非线性支座的悬臂梁。
The structure being analyzed is modeled as a cantilever beam on hysteretic nonlinear supports.
探讨了直埋蒸汽管道的保温结构、保温材料、外保护管、固定支座、补偿器、疏水装置等技术。
The technique of directly buried steam pipeline such as insulation construction, insulating material, outside protective pipe, fixing support, compensator, and steam trap connections is discussed.
单层楼面的支座之间的距离，即跨度，不应超过5米，以便保证结构的刚度。
The span, or distance, between supports of a Single Floor should not exceed 5 metres in order to maintain a rigid construction.
将留后浇带预应力混凝土梁模拟为弹性支座梁，研究了留后浇带预应力混凝土结构施工期间的力学性能。
The structures are simulated as a beam with elastic bearing, then a model is proposed for the analysis of prestressed concrete structures with a strip of post pouring concrete during construction.
本文介绍了车站大厅阶梯形不规则网架的结构布置、构造、内力分析、支座节点的分析与试验。
This paper presents the structural layout, the detailed analysis of stresses and support joints. and the tests of the stepped and irregular space frame of the station hall.
地震作用下软土地基—铅芯橡胶支座隔震结构的摇摆运动较明显。
Under earthquake, the sway movement of lead-rubber bearing base-isolated structure with soft soil base is more obvious.
临时支座的拆除是先简支后连续结构体系施工过程中的关键工序之一。
The removal of temporary bearings is one of the key procedures in the construction of transforming a simply-supported bridge structure into a continuous one.
并且进一步分析了不同土体阻尼比、扣件刚度、支座刚度对轨道隧道结构的动力响应影响。
This paper analyzes the effect of different soil damping ratio, fastener stiffness and support stiffness to the dynamic responses of the track tunnel structures.
同时考虑了支座的非线性、拉索的几何非线性和墩柱的非线性等对结构抗震性能的影响。
The effect of non-linearity of the bearings and pier columns, and of geometric non-linearity of the stay cables upon the aseismatic performance of the bridge structure is also considered in the study.
橡胶支座在桥梁上的应用已有60年左右的历史，支座是桥跨结构的支承部分。
The rubber bearings in bridges on the application has been around 60 years of history, bearing support is part of a bridge structure.
目的为改善铅芯橡胶支座隔震结构的减震效果和适用范围，并确定结构的优化参数和控制装置优化布局。
In order to improve the effect of shock absorption and applied scope of base - isolated structure with lead rubber bearing and study its optimum parameter.
本文介绍了结构方案的确定、网壳的结构分析与设计、支座的构造以及制作与安装等。
In the paper, the derivation of structural scheme, the analysis and design of shell structure, the details of support, as wellas the fabrication and erection of roof structure are presented.
基于这种思想，本文对在砌体结构上安置橡胶垫隔震支座和作动器的混合控制系统进行了研究。
According to this idea, hybrid control system consisted of rubber - bearing isolation and actuator is studied in this thesis. The hybrid control system is put on the brick structure.
间隙销支座用作三向不动铰应用于支座所在平面为圆形的球面网壳，存在较大的结构安全隐患。
The structure may be unsafe when clearance pin connections are adopted as three directional hinge support system for spherical lattice shells.
充分利用铅芯橡胶支座隔震结构的局部非线性性质，使非线性隔震结构的时程分析计算效率接近线性动力分析。
Using the local nonlinear property of the isolated structure, the computational efficiency of nonlinear time history analysis of the isolated structure is close to that of linear dynamic analysis.
介绍了不同结构发动机支座支撑脚参数化设计的方法。
This paper introduces the parametric design of engine bearer foot with different structure.
在此基础上，进一步对主桩架结构包括支柱、顶架平台、支座等进行了强度校核验算，并对桩架的运行安全提出了建议。
The main structures with strength checking include the stanchion, the upper platform and the base seat. The suggestions about the safety of the pile driving frame are put forward.
本文研究了二支座摇臂自动压车的旋转翻车机结构特点、设计计算和测试技术等。
The article is concerned with the structural characteristics, and the test technique for the performance of an automatic self-locking, two fulcrum revolving tipper with rocker arm.
惰轮支座的设计会有许多不同的方案，应当根据设计准则创造最优的结构型式。
There are many different design schemes for idler gear mounting. We should create the optimum configuration according to the design criteria.
从支承形式上来看，简支转连续梁桥主要包括单支座和双支座两种主要的结构形式。
From the support forms, the simply supported-continuous bridges have mostly two main structural forms: single prop and dual prop.
研究表明：框架结构采用橡胶垫隔震支座时具有明显的隔震效果，它能大大减轻结构的水平地震作用。
The research results illustrate that frame structure with basement isolation can reduce the horizontal earthquake response of superstructure effectively compared with traditional technique.
钢屋盖主要支承在钢柱-支撑上，并运用了多种滑动支座、摇摆柱、梭形钢结构桁架柱，以减少屋盖的跨度并丰富建筑的表现手段。
Meanwhile, various sliding bearings, swinging columns and steel shuttle-shaped truss columns are put into application to reduce the roof span and enrich the architectural image as well.
最后，探讨了采用粘弹性支座对四肢腿折板式网壳结构的减震效果。
Shock absorption effect of folded plate latticed shell in four support legs was investigated with viscoelastic supports.
最后，探讨了采用粘弹性支座对四肢腿折板式网壳结构的减震效果。
Shock absorption effect of folded plate latticed shell in four support legs was investigated with viscoelastic supports.
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