通过承载试验成果及一段时间的运行表明，岩壁吊车梁体形及锚固措施设计是合理的。
Through bearing capacity test and quite a long period of operation, the structure and anchorage measures of concrete crane girder are proved to be reasonable.
由井架安全承载试验结果可知：井架上段为受力较大部位；井架立柱测试应力与大钩作用载荷呈线性关系。
The safety bearing capacity test shows that, the upper portion of the derrick is an area loaded heavily, and the measured stress on the derrick stand is linear to the hook load.
通过对各缩比模型承载试验的计算机仿真，从理论上找出了缩比结构的承载规律，进而对窗口结构缩比试验提供科学依据。
The regular pattern of anti pressure has been found in theory by computer simulation, and offered scientific accordance for shrink ratio experiment of window.
可直接将渗透试验数据转换为浅层地基承载力的估算方法。
The penetrameter test data that may be directly transposed to estimate the bearing capacity of the shallow footings.
新产品系列中样机试验的结果也验证了其比原规格大小的三环减速器的承载能力有了很大提高。
The experiment results of sample reducer prove that the loading capacity of new designed product series is much higher than primary one under the same condition.
本文对扣件式钢管脚手架杆件接头型式问题，从承载能力，受荷变形方面进行了试验和分析。
This article discusses the joint-types of buckle-type steel tubular scaffold, and analyzes the experiments with load-bearing capacity and load deformation.
试验结果表明，支座边的裂缝严重削弱了板的承载力，降低了楼板的刚度，导致楼板的挠度过大。
Experimental results indicate that the cracks weaken the strength of slabs considerably, lower their stiffness and induce the deflections of slabs beyond limit.
基于入和没入硬层时有限元数值模拟对比分析和持力层不同时同场地现场对比试验资料分析，对大直径超长灌注桩的承载潜力问题进行了探讨。
Based on the field loading tests and FEM numerical simulation analysis, the paper probes into the potential bearing capacity of large diameter and super-long bored-cast-place piles.
初步探讨了确定螺纹桩承载力的设计计算方法，并将螺纹桩的静载试验结果与设计计算结果进行了对比。
The design and calculation method of the screwed pile are discussed. The result for load bearing capacity of the pile is verified by both experiment and projects.
并提出了利用该标准对工程桩作压载试验确定其承载力的有关建议。
Suggestions are made to use the criterion to determine the load capacity of engineering piles by loading test.
采用现行规范规定的对桩身承载力和地基土对桩的支承阻力两项的计算，确定嵌岩桩竖向抗压静载试验的试验荷载。
Based on the demand of present code, using the calculation of bearing capacity of pile shaft and subgrade bearing capacity for pile, vertical experimental load of embedded rock pile is ensured.
在分析已有单桩静载荷试验资料及单桩竖向抗压极限承载力确定标准的基础上，本文提出了确定单桩承载力的一种建议方法。
A proposed method to determine the ultimate bearing capacity of pile is presented based on analyzing the data of loading tests and the related criterions for single pile.
在试验的基础上，给出了角钢混凝土柱正截面承载力计算公式。
Based on the tests, the calculation formula of flexural bearing capacity of the columns is given.
工程实践中常常采用静载试验的方法评定既有结构的承载能力及工作状态。
In the engineering practice the method of static load test is usually used to evaluate the capacity and working status of the existing structure.
本文介绍国产材料的齿轮承载能力试验数据库的内容、功能、设计及其实现。
The paper deals mainly with how to set up a scientific data base for gear carrying capacities tests.
载荷试验是目前研究水泥土搅拌桩复合地基承载力的重要手段。
The load test is an important means to study composite foundation bearing capacity of cement-soil mixed piles at present.
在有关试验的基础上，对碳纤维布加固钢筋钢纤维混凝土梁的抗弯承载力进行了试验研究。
On the basis of relevant test, the curved bear capacity of carbon fiber cloth reinforce reinforcing bar steel fiber concrete beam is studied.
笔者通过室内模型试验对螺旋锚的倾斜角度对其上拔承载力的影响及其上拔破坏机理进行了探讨。
Laboratory model tests are carried out to investigate the effect of inclined Angle of the anchor on the uplift capacity and the mechanism of uplift failure.
试验结果表明，横向粘贴CFS能显著地改善偏压柱的延性，柱的承载力也有所提高。
Experimental results indicate that when strengthened with transverse CFS, the ductility of the columns improved significantly, and the ultimate strength increased as well.
经过现场试验对比后，采用承载性能较高的新型压力分散型锚索结构进行加固，并取得成功。
Based on site tests and comparison, a new type of pressure distribution anchor cable structure is successfully adopted for the strengthening of the slope.
利用可靠度理论对从国内收集到的25组CFG桩复合地基承载力试验数据进行了概率统计处理。
The 25 test data of the composite foundations of CFG piles collected from all over the country are processed statistically according to reliability theory.
基于已完成的G550冷弯薄壁型钢屋架结构承载力试验，采用通用有限元软件ANSYS，建立考虑材料和几何非线性的分析模型。
Based on the experiments of G550 cold-formed thin-walled steel roof truss structures, an analysis model considering geometry and material non-linearity is established using general FEM software ANSYS.
介绍了CFG桩的施工方法，分析了CFG桩的成桩质量，同时进行了CFG复合地基承载力试验。
The CFG pile construction method was introduced. Quality of CFG pile was analyzed. The CFG complex base bearing test was carried on.
试验表明，这种柱子的承载能力随长细比的增大而显著下降。
Tests show that the strength of column decreases as its slenderness ratio increases.
试验表明，这种柱子的承载能力随长细比的增大而显著下降。
Tests show that the strength of column decreases as its slenderness ratio increases.
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