介绍了用耗能减震的方法对铁路钢板梁桥进行抗震控制。
The anti-seismic of railway steel plant-beam bridge is controlled by using the method of consuming energy to weaken earthquake.
通过既有线铁路提速试验，分析了上承钢板梁横向刚度的要求，提出合理的加固方案。
To analyse the demand of transverse rigidity and the strengthening scheme of deck plate girder according to the raising speed experiment of the existing track.
实测资料表明，上下行并行的钢板梁桥在采用“两桥连接”加固以后，平联杆件的弯曲变形和断裂现象急剧增多。
Measured results indicate that the bend deformation and abruption phenomenon appears very quickly when the "two-bridge-junction" method is adopted in the parallel steel plate beam.
在弹性条件下，对锚栓钢板梁底面布置及梁侧面布置两种加固方式进行了滑移效应的理论推导，得出了滑移效应对梁强度及刚度的影响算式。
The slip effect of bolting bottom face and side face plate of RC beam is derived under elastic condition and its influence on strength and rigidity of RC beam is obtained.
以结构力学为基础，利用加固前对钢板梁桥测得的横向位移，提出了一种通过反算出列车等效横向摇摆力来计算加固后钢板梁桥的横向位移的方法。
In the paper, one of the finite element analytical models for spatial vibration of the train and deck steel plate girder bridge system is presented.
明确加固梁具有两种不同破坏模式，其破坏是由钢板端部的主应力大小决定的。
Two different kinds of failure patterns have been observed and the failure of strengthened beam is attributed to the principal stress at the end of steel plate.
采用文中方法可以对钢板端部最大锚固剪应力进行验算，防止混凝土梁出现局部受拉破坏。
The present method will check maximum anchorage shear stress on the end of shear sheet so as to prevent RC beam from local damage.
在受拉区表面粘贴钢板是加固钢筋混凝土梁的一种有效方法。
Bonding a steel plate at the surface of the tensile area is an effective method to reinforce the rc beams.
粘贴钢板或其他纤维复合材料对梁的受拉薄弱区进行补强是桥梁加固的主要方式之一。
It is one of the main methods in bridge reinforcement that bonding steel plate or other fiber compound material is used to strengthen load-carrying capacity of weak member of Bridges.
结合工程设计，对上翼铺设压型钢板屋面的蜂窝梁式檩条进行了试验。
This paper introduces the experiment made on the castellated beam purlins installed on the roof of me formed steel sheetings.
提出了外粘钢板加固受弯钢筋混凝土梁的非线性有限元模型。
The nonlinear finite element model for the flexural reinforced concrete beams strengthened with epoxy bonded steel plates is presented.
在盖梁施工过程中，常用的支撑方法有满堂支架法、横穿型钢法、预埋钢板法、抱箍法等。
In the slab beam construction, common support methods include full support method, cross shape steel method, embedded steel sheet, holt hoop iron method, etc.
正截面加固试验中，分别对粘贴纤维、钢板对钢筋混凝土T梁正截面力学行为影响展开研究。
In the reinforcement experiments of right section, the influence of rc T-beam the mechanics behavior by FRP, steel plate was studied.
较重的钢铁产品，如钢板，我梁，角钢，钢管，和酒吧，成为建筑物的结构框架，桥梁，船舶，汽车，道路，以及许多其他结构。
Heavier steel products, such as plate, I beams, Angle iron, pipe, and bar, form the structural frames of buildings, Bridges, ships, automobiles, roadways, and many other structures.
再利用此模型，通过变换组合梁的高度和各钢板的厚度等参数比较分析梁的承载能力，应力，挠度的变化等。
Again USES the model, through transformation composite beam highly and various steel plates parameter comparative analysis beam and support capacity, stress, deflection change and so on.
固定于游梁式抽油机游梁端部的钢板。
The steel plate that is attached to the end of the walking beam on a beam pumping unit.
应用静力平衡试算法对玻璃钢板材加固梁进行理论分析，编制了计算程序。
In this paper, concrete beams bonding FRP (fiber reinforced plastic) plates are analyzed by trial method, meanwhile, calculating program is established.
影响这种剥离破坏的主要因素有两个：一是粘贴钢板的端部与加固梁支座距离； 二是粘贴钢板的厚度。
This particular failure depends on two factors such as the distance of plate end from the support and plate thickness.
并求得了钢板混凝土梁的固有频率和在横向爆炸载荷作用下的动力反应的解析解。
The analytical solutions for the natural frequences and the dynamic responses of the beam under the action of lateral blast loading are obtained.
预弯组合简支梁，是钢板与混凝土相结合的一种新型梁式结构，本文介绍该组合梁的基本构思及设计、施工等内容。
Prebent combined simple supported beam, combining steel plate with concrete, is a new type beam structure. This paper introduces the basic conception, design and construction of this combined beam.
通过建立钢板弹簧的曲梁模型，应用虚力原理求解位移，得到了变截面钢板弹簧刚度的几何非线性特性。
A nonlinear characteristic of taper leaf springs is presented by using the model of curved beam and the principle of virtual force.
本文是将沿厚度由钢板和混凝土组合而成的钢板混凝土梁化为一等效横观备向同性构件。
In this paper, the author transforms a steel-concrete beam into an equivalent transverse isotropic member in the thickness direction.
压缩钢板构造的PC梁，就是在以往的简支pc梁弯压区内配置钢板。
Compression steel plate structure PC beam, is to place steel plate in bending area of bygone PC beam.
对不同厚度、不同数量、不同长度的受冲钢板，以及不同剖面尺寸、不同板厚、不同数量的方形梁进行了仿真分析研究。
DYNA software. The crash tests of different thickness, number, length steel panel and different section, number, length, thickness square column are simulated.
摘要：上海闵浦二桥为独塔双索面钢板桁组合梁斜拉桥。
Abstract: Shanghai MinPu two bridge for single tower and double cable plane steel truss cable-stayed bridge of the composite beams.
碳纤维布与钢板复合加固是一种新型的加固方法，可应用于桥梁等大跨度梁的加固。
Combination strengthened rc beams with Carbon Fiber Reinforced Polymer (CFRP) and steel plates is a new rehabilitation method, which can be used to strengthen long-span beams of Bridges.
某科技综合楼加固工程中采用了多种加固方法，梁采用外粘钢板加固，用钢量少，造价低；
Several ways were employed in the reinforcement of a science and technology complex building. Beams were strengthened by sticking steel plates outside at less steel consumption and low costs;
某科技综合楼加固工程中采用了多种加固方法，梁采用外粘钢板加固，用钢量少，造价低；
Several ways were employed in the reinforcement of a science and technology complex building. Beams were strengthened by sticking steel plates outside at less steel consumption and low costs;
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