Research shows that elongation of the highest holes in the beam web is the main pattern of failure.
研究表明腹板最上排螺栓孔受挤压，发生延伸变形为剪力板连接失效的最主要形式。
The beam web, which extends over the entire bridge, is built of a trapezoidal, for reasons of corrosion protection hermetically welded hollow section.
梯形梁延伸到整个大桥，主要是为保护密封焊接空心截面不被腐蚀。
The traditional T-STUB member calculation method was modified, considering the effects of the bolt and the thickness of the beam web and the end plate on the strength of the end plate.
根据梁腹板、端板厚度和螺栓对端板强度影响，对传统计算端板强度的T形件方法进行了修正。
A web of security cameras, metal detectors, beam sensors and bullet-proof screens will reinforce security in the three-storey, 3, 000 square-metre building.
在这座三层楼高、3000多平米的建筑中，监视系统、金属探测器、光束传感器和防弹屏构成了一个网络，加强安全保卫。
It is intended to focus in like a laser beam on a specific task: creating highly interactive Web applications.
它就像激光束一样集中到一项具体的任务：创建具有高度交互性的Web应用程序。
Integra Web Steel is composed of the plane truss beam.
轻钢龙骨体系就是由这样的平面桁架梁组成的结构体系。
The Web steel truss beam is simulated with three-dimensional beam element, and the equivalent bending rigidity of the beam could be obtained by bending test.
模型中，桁架柱采用三维梁单元模拟，其等效弯曲刚度利用弯曲试验直接获得。
As no precise method to design this type of shoulder-beam can be used in practice up to now, it was calculated as a single-web shoulder beam with the thickness of two webs.
这种型式截面肩梁目前尚无精确的计算理论和方法，过往的设计方法是把两块腹板近似看作合并在一起的单块腹板，然后参照单腹板的经验公式进行计算。
The design structure of the distributed beam profile measurement system based on Web control technique was depicted.
阐述了基于网络控制技术的分布式束流剖面测控系统。
The local stress in the box beam is caused by the wheel pressure of the trolley conveyed along the track onto the upper flange and the web of the beam.
起重机小车轮压经轨道传给箱形主梁上盖板和腹板，使之产生局部应力。
Deflection, the total tendency is under the similar load, along with the web plate high increase, the built-up beam rigidity is increasing, amount of deflection unceasing reducing.
对于挠度来说，总的趋势是在同样的荷载下，随着腹板高度的增加，组合梁的刚度在增加，挠度不断的降低。
Each beam has a longitudinal web (32), a flange (31) at either longitudinal edge.
每根梁均具有纵向腹板(32)，位于两个纵向边缘上的凸缘(31)。
The prestressed concrete beam bridge with corrugated web has greatly improved the traditional prestressed concrete beam bridge.
波纹钢腹板预应力混凝土梁桥是对传统的预应力混凝土梁桥的一次重大改进。
The mechanism and conditions of web-wave formation during hot rolling of H-Beam were studied.
对H型钢轧制过程中腹板波浪的产生机理及形成条件进行了研究。
Contradiction between thin wall and stability of H-beam is lightened by whole-corrugated web H-beam to some extent.
全波纹腹板H型钢在一定程度上缓解了腹板薄壁化与稳定性之间的矛盾。
The main structure of the steel bridge consists of a single-web, continuous T-beam.
这座钢桥的主要结构由一个单腹板和连续t梁构成。
T beam reinforcement work of highway bridge is realized without interrupting traffic by adopting web-plate clamping anchorage.
采用腹板夹持锚固法，在不中断交通的状态下，完成对公路桥T型梁的加固作业。
According to the constitution of the open web sandwich plate, two models of finite element analysis using plate shell, block and beam element are given.
根据空腹夹层板的构造特点，提出了空腹夹层板有限元分析的两种计算模型。
Hysteretic behavior of steel beam-column web connections in steel frames under cyclical load is simulated by finite element method involving material, geometry and status nonlinear.
考虑材料、几何和状态三重非线性，对钢框架梁柱腹板连接在循环荷载作用下的滞回性能进行了有限元模拟。
An approach for refined parametric 3d non-linear analysis of semi-rigid steel beam-column connections of top-seat-angle with double web-angle is presented.
对采用带双腹板角钢、顶底角钢连接的半刚性钢梁柱连接节点进行了三维非线性有限元分析。
The paper founded rolling model of H beam through developing MARC software. On unchanging web reduction, stress and strain change because flange reduction are different.
应用MARC软件并对其进行二次开发，建立了H型钢轧制模型，在腹板相对压下量不变条件下研究了翼缘不同的压下量对轧制过程中应力应变的影响。
Cantilever crane beam flange web in bending due to board edge are mutually embedded, a restriction on the cross section deformation.
悬臂吊梁的翼缘板和腹板在弯曲时因板边互相嵌固，对截面变形有约束作用。
In this paper the finite element method is applied to analyze the web stress state of WCW I beam when it is straightened.
本文利用有限元法分析了矫直时腹板的应力状态。
The invention belongs to the technical field of architectural profiles and particularly relates to a double corrugated web steel box composite beam.
本发明属于建筑型材技术领域，具体涉及一种双波纹腹板钢箱组合梁。
But there is seldom research for the seismic behavior, especially for the beam-to-column weak axis (web) direction connection.
但是对这种节点的抗震性能，尤其是梁柱弱轴(腹板)方向的连接罕有研究。
This article plays a basis role of more study with regard to seismic-resistant behavior of the new type beam-to-column web connections.
本文所建立的有限元模型考虑问题全面、精度较高，能够真实地模拟狗骨式梁柱腹板刚性连接在循环荷载作用下的破坏行为。
The tapered I-section Beam-Columns with Slender Web is widely used in portal frame structure for its rational force form.
楔形宽腹工字形截面构件以其合理的受力形式，在门式刚架中被广泛应用。
The cable prestressing loss and web members damage experiment of a beam string structure was carried out.
对单榀张弦梁的索力损失和腹杆损伤进行了试验研究。
The cable prestressing loss and web members damage experiment of a beam string structure was carried out.
对单榀张弦梁的索力损失和腹杆损伤进行了试验研究。
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