加固

With the development of the prestressed concrete construction technology, more and more prestressed concrete box girder bridges have arisen in our nation. However, after construction, the appearance of the cracks on some of these bridges takes some unfavourable influence on the structures. In common sense, we should take some methods to strengthen and repair these bridges as soon as possible, but because of the civil pecuniary condition, we can't repair all the broken bridges in one time. Therefore a scientific estimation must be made about the load-carrying capacity of these prestressed concrete box girder bridges with cracks, so that we can decide which bridge should be repaired firstly.

随着预应力施工技术的不断进步，我国已拥有越来越多预应力混凝土箱形梁桥，这些桥在使用一段时间后，有很大一部分箱梁出现了大量的裂缝，这些裂缝的出现对桥梁结构将产生不利的影响，所以应尽可能的对其进行加固修补，但限于国内实际经济状况，我们不可能一次性全部进行加固改造，需要对在役的这些开裂后的预应力梁桥的工作状态特别是承载力做出科学的评判，以便区分轻重缓急，优先实施。

Based on failure model of brick masonry walls and truss bar model of fiber reinforced polymer, the formulas of shear capacity of brick masonry wall with pilaster strengthened with GFRP are established, which agree well with the experimental results.

基于未加固墙体的剪摩和剪压破坏模型和纤维复合材料的桁架受力模型，推导出在不同破坏形态下，GFRP加固带壁柱砖墙的抗震抗剪承载力理论计算公式。利用公式所得的计算结果与试验结果吻合。

For larger-stiffness brick walls with pilaster,when increasing the quantity of GFRP to a certain degree,...

采用不对称加固，会导致墙体的裂缝开展不对称，从而使得墙体刚度不对称，墙体出现附加扭转，减弱GFRP对墙体抗弯承载能力的加固效果。

It′s carried out the experimental research on out-of-plane capacity of GFRP(glass fiber reinforced polymers) strengthened brick walls with pilaster,by two batch specimens for 9 times.

通过两批试件(7个试件)9次试验，研究玻璃纤维复合材料加固带壁柱砖墙的平面外受荷性能。由试验结果分析可知，采用GFRP对带壁柱砖墙进行加固，可以有效地提高砖墙的平面外抗弯能力和延性。即可以提高砖墙的极限承载力。

By carrying out the experiment of eight pieces of brick masonry walls with pilaster strengthened with glass fiber reinforced polymer and one piece of normal masonry wail with pilaster, the influence coefficient of pilaster, modified coefficient, statistic coefficient and effective participation coefficient are brought forward theoretically.

通过对1片未加固带壁柱墙体和8片玻璃纤维复合材料加固带壁柱墙体抗震试验的结果，在理论分析的基础上，给出壁柱影响系数、间接抗震抗剪承载力修正系数、统计系数和有效工作系数的表达式。

By carrying out the experiment of five pieces of brick masonry walls with pilaster under low reversed cyclic loading, including four pieces strengthened with GFS and one piece un-strengthened, the seismic performance, such as the hysteretic behavior, rigidity degradations deformation and energy-dissipation, are studied systematically.

通过1片未加固砖墙体和4片玻璃纤维布加固砖墙体抗震性能的试验，对墙体的滞回特性、刚度退化性能、变形性能及耗能性能进行系统分析。

Calculation results show that peaks of the maximum principal stresses move toward the surface of chamber after reinforcement, with the self-bearing capacity of rock increased and the plastic zone decreased. In addition, displacement of walls reaches 41.4 mm, that of roof, 22.1 mm, and that of heave, 6.45 mm. Further more, force of supports is in a rational scope.

采用FLAC(上标 3D)软件对原支护方案和返修加固方案进行了数值模拟，结果表明：修复加固后，最大主应力峰值外移，塑性区范围减小，围岩承载能力增强，两帮移近量41.4mm，顶板移近量22.1mm，底鼓量6.45mm，支护受力合理。

The application of the technique to 600kN prestressed anchor tie and 1000kN anchor cable in Lijiaxia hydropower engineering has proved that the technique can both short the construction period and reach the expected goal. It is worthy of spread to prestressed anchoring construction in excavation of high rocky slope and/or danger rock anchorage.

经600kN预应力锚杆、1000kN快速预应力锚索在李家峡水电站岩质高边坡加固施工中的应用，证明该项技术不仅缩短了施工周期，而且达到了预期效果，值得在岩质高边坡开挖或危岩稳定加固预应力锚固施工中进行推广。

When the leakage reduced 1 billion cubic meters, the groundwater table would decreased more 1 meter than the normal.

随黄壁庄水库付坝加固工程的实施，渗漏补给量每年减少1亿m〓，比没有加固时，石家庄市区漏斗中心地下水位每年大约下降1m。

In combination of the cut slope engineering works of an express way the present paper puts forward the designing method to reinforce the slope with prestressed cables, which is useful referentially for similar slope engineering works.

结合某高速公路路堑岩质边坡工程，在分析边坡工程地质条件的基础上，提出了预应力锚索加固边坡的设计方法和步骤，为相关边坡工程的加固提供借鉴经验。

Lugalbanda was a god and shepherd king of Uruk where he was worshipped for over a thousand years.

Lugalbanda 是神和被崇拜了一千年多 Uruk古埃及喜克索王朝国王。

I am coming just now,' and went on perfuming himself with Hunut, then he came and sat.

我来只是现在，'歼灭战perfuming自己与胡努特，那麼，他来到和SAT 。