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tensioned相关的网络例句

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与 tensioned 相关的网络例句 [注:此内容来源于网络,仅供参考]

YM-tensioned anchor client 1, YM strand tensioned anchor client system includes: YM15 anchor (for §15.2,§15.7mm strand) YM13 anchor (for §12.7,§12.9mm Steel Stranded) BM15, BM13-type flat anchor YMZ15, YMZ13-ring anchors (applied to the structure of cyclic stress) 2, YML Series connectors include: single as used prestressing tendon lengthening, usually with in pre-tensioned law; porous as the next long prestressed beam, normally used in the continuous beam. 3, P-type anchorage system for P-type anchorage system includes extrusion anchor (from compression set and a triangle composed of copper wire extrusion spring), anchor anchor plate, spiral reinforcement, constraint circle bellows.

YM张拉端锚具1、YM钢绞线张拉端锚固体系包括:YM15锚具(适用于ф15.2、ф15.7mm钢绞线)YM13锚具(适用于ф12.7、ф12.9mm钢绞线)BM15、BM13型扁锚YMZ15 、YMZ13 型环锚2、YML型系列连接器包括:单孔作为接长预应力筋用,通常用于先张法中;多孔作为接长预应力束,通常用于连续梁中。3、P型锚固体系P型锚固体系包括挤压锚具(由挤压套和三角形铜丝挤压簧组成)、锚固锚板、螺旋筋、约束圈、波纹管。

Let singing water moisten the skin of spring; let talking hand pacify your fatigued body; let leisurely SPA of Banya relax your tensioned nerves.

让会唱歌的水来滋润春天的肌肤,让会说话的手来安抚疲惫的身体,来班雅休闲SPA放松您紧张的神经。

In this paper, bond and anchorage stress conditions between concrete and high-strength smooth wire for pre-tensioned concrete members are discussed.

本文讨论和分析了在先张预应力混凝土构件中混凝土和光面高强钢丝之间的握裹和锚固应力的情况。

Membrane structures can be divided to: Structure forms: including hanging system canting pull system tensioned membrane structure etc.

按照结构形式索膜结构可分为悬挂体系斜拉体系张弦拉屋架平面索桁架单层索网空间索网格整体张拉结构和张拉膜结构。

For it developed disconnectedly, the design method of post-tensioned prestressed structure is not perfect.

由于发展的阶段性,关于预应力混凝土结构的设计方法尚未完善。

CONBOX is specifically developed for the analysis and design of post-tensioned and cast-in-place reinforced concrete box girder and slab bridges constructed on falsework.

CONBOX 专用于分析设计后张预应力与现场浇筑钢筋混凝土箱梁及构建于支架的平板桥的软件。

It tensioned me very much that scenic railway got the vertex.

过山车到达最高点的时候,我的心都提到嗓子眼儿了。

The behavior of post-tensioned steel beam-to-CFT column connections with energy dissipating bars has been investigated analytically and experimentally. Experimental results demonstrated that the connections possess self-centering response, gap opening and closing at the beam-to-column interface, energy dissipation characteristics, and no inelastic or residual deformation. Moreover analytical predictions correlated well with the experimental results.

以理论分析与试验研究预力钢梁接CFT柱接头含消能钢棒之行为,结果显示含消能钢棒预力梁柱接头确实具有自我恢复能力、梁柱接合面缝隙会开启、有消能效果的特性及梁柱没有非弹性行为及残留变形发生;且理论模拟分析能准确预测其行为。

The behavior of post-tensioned steel beam-to-CFT column connections with energy dissipating bars has been investigated analytically and experimentally. Experimental results demonstrated that the connections possess self-centering capability, gap opening and closing at the beam-to-column interface, energy dissipation characteristics, and no inelastic or residual deformation. Moreover, analytical predictions correlated well with the experimental results.

以理论分析与试验研究预力钢梁接CFT柱接头含消能钢棒之行为,结果显示含消能钢棒预力梁柱接头确实具有自我恢复原形之能力、梁柱接合面缝隙会开启与闭合、消能的特性及梁柱无非弹性行为及残留变形;理论模拟分析亦能准确预测其反覆行为。

Based on the study of model test of post-tensioned prestressed concrete box-shaped beam, the feasibility and correctness of this structure being applied for pillar wharf with bridge crane is tested and verified, which provides reference for calculation of post-tensioned prestressed box-shaped beam of bridge crane design This structure can be applied for port construction at large water amplitude area rationally

港口桥吊后张预应力起重机梁的模型试验研究重庆交通学院王多银陈嘉勤摘要通过对后张预应力混凝土箱梁模型试验研究,验证该结构用于桥吊墩式码头的可行性,寻求预应力桥吊箱梁的理论计算依据,并验证其正确性,为后张预应力桥吊箱梁的设计提供参考计算方法,使该结构能科学

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