未加固的

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。

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。

After strengthened the hybrid precast specimens still have desirable seismic characteristics such as a self-centering capability and an ability to undergo large nonlinear displacements with little damage.

文中分析了加固与未加固试件的恢复力特性、延性、耗能等抗震性能与试验参数的关系，为其今后在地震地区的施工和设计提出一个经济、合理的建议。

Mr. de la Pomerai, in a speech at the conference, noted that 80 percent of the country's quake-threatened schools remained unfortified.

Pomerai在其演讲中表示，该国受地震威胁的学校中80%仍未加固。

The Duncan E-v model was adopted to analyses unstrengthened dam's stress and strain in different case and estimate dam's stabilization. Reference to result of analysis, this paper put forward potentially important strengthened region.

采用邓肯张模型对未加固前小峰水库均质坝进行应力应变分析，计算小峰水库在不同工况下，其坝体的稳定情况，并依据数值所分析的结果，指出其坝体应着重加固的区域。

The experimental results show that: the failure mode of strengthened beam at elevated temperature can be classified as flexure failure mode or flexure-shear failure mode, and the failure mode of strengthened beam at high temperature may be different from that at room temperature; and although the load supported by the strengthened specimen is larger than that supported by the unstrengthened specimen, the fire resistance of the strengthened specimen is still larger than that of the unstrengthened specimen, due to the influence of fire insulation.

结果表明：高温下该类构件的破坏形态大致可分为受弯破坏和弯剪破坏两类，常温下发生弯曲破坏的加固构件有可能在高温下出现破坏形态的转变；虽然加固构件所承受的荷载明显大于未加固构件，前者由于防火涂料的保护，其耐火极限仍大于后者。

Based on the contrast experiments of six full-scale non-seismic interior frames joints under low reversed cyclic load,consisting of two strengthened by Gluing Steels,two strengthened by CFRP and two unstrengthened,Contrast analyses were presented including the failure mode,hysteretic loop,and the stress of beam and column s bars,concrete,gluing steels and CFRP.

通过6个足尺框架中节点(2个粘钢加固，2个碳纤维布加固，2个未加固)在低周反复荷载作用下对比试验，对比分析了节点区破坏特性和滞回曲线，以及节点区梁柱纵筋、混凝土、钢板和碳纤维布的应力水平。

Engineering experiences are important for the design of anchor frame beam .

锚杆框架梁是一种较好的加固膨胀土路堑边坡方式，但其设计理论依据仍不统一，未形成成熟的规范，多依靠工程经验。

Anchor frame beam is a good method for strengthening the expansive soil roadcut slope. However its design theory is still not uniform and there is no any code to be followed. Engineering experiences are important for the design of anchor frame beam.

：锚杆框架梁是一种较好的加固膨胀土路堑边坡方式，但其设计理论依据仍不统一，未形成成熟的规范，多依靠工程经验。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。