Based on the results of experiment and finite element analysis, the shear strength and the effect of reinforcement of the perforated brick walls are also discussed.
本文还根据试验结果和有限元法分析，探讨了空心砖墙的抗剪强度和横向、纵向配筋效应。
Applying theory of linear elasticity fracture mechanics to the analysis of high strength concrete (HSC) compress shear member's cracking stress, a corresponding model is established in this paper.
把线弹性断裂力学的理论应用到高强混凝土压剪构件的开裂强度分析中，建立相应的计算力学模型。
The lower enveloping curve of the shear strength control zone can be found from the analysis of shear and flexural strength of reinforced concrete member.
通过对钢筋混凝土构件抗剪强度和抗弯强度关系的分析，能找出剪切强度控制区的下包络线。
Compressive strength and shear strength of the tired perforated brick masonry are the basic data for safety evaluation, repair, accident analysis and strengthening of masonry structures.
在砖砌体结构房屋的可靠性评定、房屋改建、事故分析以及抗震加固中，砖砌体抗压强度及抗剪强度是最基本的数据。
Studying deeply on shear strength characteristics of rough cement face has an important meaning for precise determination of shear strength parameter and analysis on failure mechanics.
深入研究粗糙胶结面抗剪强度特性对准确确定其抗剪强度参数值及分析其破坏机理具有重要意义。
Available theories for analysis of the undrained shear strength were presented and compared.
对国内外现有的不排水抗剪强度分析方法进行了阐述及对比分析。
The analysis indicates that the shear span ratio exerts the most significant affection to the shear strength of steel fiber reinforced concrete beams without web reinforcement.
分析结果表明，剪跨比对钢纤维混凝土无腹筋梁抗剪强度的影响最大。
Stability method based on slip surface FE stress and shear strength reduction method are two principal methods for FEM slope stability analysis.
基于滑面上应力分析法和强度折减法是边坡稳定有限元分析方法中两类主要的方法。
So the elastic - plasticity model is more compatible to slope stability analysis by FEM with shear strength reduction.
因此，弹塑性模型更适合于强度折减有限元法分析土坡稳定性。
So the shear strength reduction method is reasonable for stability analysis of the slopes.
因此，强度折减法可以应用于土坡的稳定分析。
Furthermore, it is pointed out that the restorations of residual shear strength on time effect are considered on analysis of the parameters of the fossil landslide slip surface.
同时指出，古滑坡滑动面的抗剪强度的分析应考虑时间效应下残余强度的恢复。
The paper has also made analysis of the characteristics of the rock mass shear strength under high normal stress.
分析了高正应力条件下岩体抗剪强度的特征。
Study on Strength PropertyThe shear strength of EPS beads-mixed lightweight soil is an important property in engineering design and analysis.
强度特性研究抗剪强度是EPS颗粒混合轻质土的重要工程性质，对工程设计和计算具有重要意义。
Primary factor analysis was used in this paper to analyze the factors which affect the main index such as free CH2O content, shear strength, solids content and stability.
应用主因子分析法探讨了氧化淀粉改性脲醛树脂的合成工艺中，游离甲醛含量、固含量、贮存稳定性、剪切强度等主要技术指标的影响因素。
Stresses in the steel webs were obtained by using the test data in the shear strength equation introduced from the analysis.
分析得出节点型钢腹板的剪应力方程，利用试验数据可求得腹板上测点的应力值。
Based on the analysis of the strengthening mechanism, a method was proposed for calculating the shear strength of the beam-column connections strengthened with steel wire mesh and polymer mortar.
分析了相应的加固机理，并提出了高强钢绞线网-聚合物砂浆加固钢筋混凝土框架节点受剪承载力的计算方法，计算结果与试验结果符合良好。
Finally, according to regression analysis of the experimental data, the shear strength formula of super high-strength concrete unconstrained beams under point load is achieved.
最后依据对试验数据的回归分析分别得出了集中荷载作用下超高强混凝土无腹筋简支梁和约束梁的抗剪强度回归公式。
According to the analysis, the authors conclude that the unloading shear strength parameters should be used when applying total stress method.
经过分析，作者认为当采用总应力法计算时，原则上应采用卸载强度指标。
The shear strength reduction finite element method as a recent development has been widely adopted for geotechnical stability analysis such as the slope analysis.
有限元强度折减法作为一种较新的方法已经被广泛用于岩土工程问题的稳定性分析，如边坡分析。
The shear strength reduction method (SRM) with FEM on analysis of slope stability is increasingly applied.
有限元强度折减系数法在边坡稳定分析中的应用正逐渐受到人们的重视。
The shear strength of slide zone soil is an indispensable parameter for stability analysis and countermeasures of landslide.
大型滑坡滑带土强度参数的正确选取，是作好滑坡稳定性评价和抗滑工程设计的重要环节。
Horizontally pushing lifting jack of direct shear tests are operated on rock mass shear strength test. - center point group analysis is used for treating shear test data.
用平推法直剪试验进行岩体抗剪断强度试验，用-点群中心法处理直剪试验数据。
The shear strength parameters of rock masses are generally most important and difficult to determine when performing stability analysis of rock works.
岩体抗剪强度参数的确定是进行岩体工程稳定性分析中最基本和最重要的，也是最困难的一项工作。
Through one example, factor of slope stability computed by limit equilibrium methods and limit analysis methods is more conservative than that computed by FEM based on the shear strength reduction.
通过算例对极限平衡法，极限分析法和强度折减法进行比较，说明前两种方法计算结果过大。
Based on adjustment of model parameters in finite element analysis, the influence of brittle property of high strength concrete on the shear capacity was analyzed.
通过有限元模型的参数调整进行了数值模拟，定量分析了高强混凝土脆性对节点受剪承载能力的影响。
The shear adhesive strength was characterized by universal tensile machine, and the adhesive mechanism of the mimetic polyurethane was also studied by UV-vis and rheology analysis.
通过万能电子拉力机测试了贻贝仿生聚氨酯的粘接性能，并通过紫外-可见光和流变行为测试初步探讨了粘接机理。
The shear adhesive strength was characterized by universal tensile machine, and the adhesive mechanism of the mimetic polyurethane was also studied by UV-vis and rheology analysis.
通过万能电子拉力机测试了贻贝仿生聚氨酯的粘接性能，并通过紫外-可见光和流变行为测试初步探讨了粘接机理。
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