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plate beam相关的网络例句

查询词典 plate beam

与 plate beam 相关的网络例句 [注:此内容来源于网络,仅供参考]

Based on the practice of first simple beam and later continous prestressed concrete combination box in the constructions of Xiangcao river bridge and Tanglong bridge, and analyzing the quality problems in the constructions, this paper puts forward some suggestions and mensures concerning plate making, steel fixing, Concrete pouring, box beam installation and system concerting, etc.

主要针对312国道镇江段香草河大桥和汤龙公路大桥采用先简支后结构连续部分预应力砼组合箱梁的施工中,在底板制作、钢筋绑扎、混凝土浇筑、预应力张拉、箱梁安装、组合体系转换等方面所采取的质量控制措施,本文分析对比了两座桥施工中好的做法及出现的质量缺陷,提出一些防治、处理措施及建议。

Proceeded for beam strength and stress; analysis and checking calculations are made of Traverse beam and surface plate.

将所推荐桥梁进行了全面的计算分析,利用横向分布系数确定活载分布,求得上部结构主梁的内力,从而确定主梁配筋,然后进行主梁强度和应力验算,并分析验算了横梁和桥面板。

On the basis of standard drawing of 16m T-beam bridge, one 4 m prefabricated concrete model T-beam bridge by using of welding steel plate was designed.

以16m跨径的T梁桥标准图为基础,按1:4的缩尺比例,采用焊接钢板的连接方法设计了一座5片T梁桥模型。

Based on discussion of attached plate and analysis of beam elements calculation results, a experience formula is deduced for the calculation of a beam element's inertial moment.

基于对梁元带板问题的讨论及对大量梁元的实际计算结果分析,推导出该梁元惯性矩计算的经验公式。

The paper introduces the control of camber in the construction of non prestressed continuous box beam, appearance and development of cracks of bottom plate of box beam.

介绍非预应力连续箱梁施工中预拱度的控制,以及箱梁底板裂缝的出现和开展,并分析其成因,从而确保箱梁施工质量满足设计和施工规范要求。

The specially used slope pressure plate and ancillary seal components can achieve the seal of the top of bridging beam and the drainage of the edge of pinch plate of pillar, and settle the joint of multi members of conical top. Ancillary materials can settle the outwardly turning of pyramid, and sequentially achieve kinds of complicated shaped skylight systems.

SK与A60系统采用相同的框架结构和配套材料,可实现空间角度的T形连接,设置专用的斜坡压板及配套密封件,可实现横梁压板端部密封和立柱扣板边缘的排水,可解决锥形顶部多杆件的连接,配套材料可以解决棱锥外转角,从而实现各种造型复杂的采光顶结构。

The deflection of any beam is inversely proportional to the cube of its depth and~ therefore, a relatively small increase in plate thickness will decrease deflection of the plate.

任何梁的变形都和它的高度的立方成反比,因此,板料厚度稍微增加就能减小板料的变形。

For a flat plate the maximum deflection shall be limited to one half of the plate thickness and 1/400 of the unsupported length for a beam.

对于扁板的最大挠度应限制在板厚的一半,对于梁的最大挠度应限制在未支撑长度的1/400。

Steel moment-resisting frames with welded beam-to-column connection were traditionally regarded as having excellent performance, and widely adopted in steel constructions, but this opinion changed after the 1994 Northrige earthquake and the 1995 Hyogoken-Nanbu earthquake. These earthquakes also arouse engineers to resurvey the behavior of end-plate connections. It is well known that end-plate connections have definite flexibility, which can increase damp, prolong period, and decease swing of structure. So it can reduce the damage, and is one of the best choices for resisting earthquake.

中文题名钢框架梁柱端板连接在循环荷载作用下的破坏机理及抗震设计对策副题名外文题名 Collapse mechanism and design criterion of steel beam-to-column end-plate connections under cyclic load 论文作者郭兵导师顾强学科专业结构工程研究领域\研究方向学位级别博士学位授予单位西安建筑科技大学学位授予日期2002 论文页码总数127页关键词钢结构框架结构抗震设计钢框架梁柱端板连接馆藏号BSLW /2003 /TU392 /6 传统观点认为,梁柱焊接刚性连接具有较好的抗震性能,因此在工程中得到了广泛地应用,但1994年的Northrige地震和1995年的阪神地震改变了这种传统观点,这两次地震也引起了工程技术人员对端板连接的再审视。

Continuous beam models with spring supports were set up to model end-plate connections. By comparing the results from tests with those from model analysis, the following conclusions can be drawn: during loading process, the neutral axis moves from the centroid axis to compression zone, not exceeding the center line of bolts inside the compression flange; ultimately, the tension flange and end-plate can be simplified as T-stub on the assumption that the axial forces of bolts in tension zone are equal to each other.

理论计算系建立带弹性支座的连续梁模型模拟端板连接,将模型计算结果与试验结果比较分析,结果表明:加载过程中,螺栓群中和轴逐渐从其形心轴向受压区移动,但不超过受压翼缘内侧螺栓中心线;极限状态下,受拉翼缘和端板可简化为等效T型件。

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