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simply supported deep beams
相关语句
  简支深梁
     Stress Analysis of Simply Supported Deep Beams
     简支深梁的应力分析
短句来源
     Study of strut-and-tie models for simply supported deep beams subjected to point loads
     集中荷载作用下简支深梁的压拉杆模型研究
短句来源
     Study on Bending Stress Distribution of Simply Supported Deep Beams under External Loads
     均布荷载作用下简支深梁弯曲应力分布的计算研究
短句来源
     Based on the experimental results of 21 specimens of R/C simply supported deep beams, it has been proved that the behaviour of deep beams is different from that of thin beams.
     给出21根钢筋混凝土(以下简称砼)简支深梁的试验结果,根据试验结果对深 梁的工作性能与破坏形态进行了分析。
短句来源
     A special method in selecting the basic functions is presented on calculating the synthetic discrete method for the simply supported deep beams and the calculating results for such structures by this method coincide with those from finite element method.
     对简支深梁结构应用综合离散法计算时 ,提出了独特的基函数选取方法 ,并对此结构作了数值计算 ,与其它有限元法的计算结果十分吻合
短句来源
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  “simply supported deep beams”译为未确定词的双语例句
     The experimental research on shear properties of reinforced concrete continuous short beams with web openings under concentrated loads was made. These 32 beams included 20 simply supported short beams and 9 twospan continuous short beams with web openings as well as 2 simply supported deep beams and 1 two-span continuous deep beam with web openings. This type of design of beams was made in order to study the continuity of the deep and short beams with web openings.
     本文对钢筋混凝土开洞短梁在集中力作用下的受剪性能进行了试验研究,32根试件中包括20根简支开洞短梁和9根两跨连续开洞短梁,另外还有2根简支开洞深梁和1根两跨连续开洞深梁,是为了满足开洞深、短梁研究的连续性。
短句来源
  相似匹配句对
     Optimization for Design of R.C. Simply Supported Slab
     钢筋混凝土简支板优化设计
短句来源
     The conclusion accords with the simply supported bridge.
     所得结论与简支梁桥一致。
短句来源
     Stress Analysis of Simply Supported Deep Beams
     简支深梁的应力分析
短句来源
     STRESS ANAYSIS OF BEAMS WITH SIMPLY SUPPORTED ENDS
     简支梁的应力分析
短句来源
     Calculation method for lateral distribution of simply supported beams
     简支梁横向分布的计算方法
短句来源
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  simply supported deep beams
Systematic photoelastic experimental work appears to be scarce and the object of this article is to present for comparison with existing theories the results of three photoelastic tests on simply supported deep beams carrying a central point load.
      
However, most validations were carried out for simply supported deep beams without web openings.
      


Based on the experimental results of 21 specimens of R/C simply supported deep beams, it has been proved that the behaviour of deep beams is different from that of thin beams. Normal strain distribution at a cross section deviates from the hypothesis of Bernoulli and Navier. The steel reinforcement stresses are gradually tending toward identity at failure. After occurrence of diagonal cracks the deep beam works like a tie-bar arch, so that the bearing capacity is remarkably...

Based on the experimental results of 21 specimens of R/C simply supported deep beams, it has been proved that the behaviour of deep beams is different from that of thin beams. Normal strain distribution at a cross section deviates from the hypothesis of Bernoulli and Navier. The steel reinforcement stresses are gradually tending toward identity at failure. After occurrence of diagonal cracks the deep beam works like a tie-bar arch, so that the bearing capacity is remarkably increased. The action of relevant parameters, which influence the ultimate bearing capacity and failure mode of deep beam, ise discussed. The failure modes are of flexure, shear, flexure-shear or local failure types and the major influential parameters are percentage and form of steel reinforcement. The ultimate bearing capacity is controlled by strength of concrete and geometrical dimension, cspecially by the shear-span ratio. Furthermore, the experimental results are compared with the computational results by formulae of new R/C Structure Code.

给出21根钢筋混凝土(以下简称砼)简支深梁的试验结果,根据试验结果对深 梁的工作性能与破坏形态进行了分析。试件设计考虑几何尺寸.配筋形式及材料强度 等参数,试验中采取不同的作用方式,同时分析和讨论了各种参数和作用方式的影响。 分析结果表明:深梁工作性能与浅梁不同,特别是在斜裂缝出现后.形成拉杆拱受 力体系,使深梁承载能力明显提高;深梁破坏形态与配筋数量和作用方式有关;深梁 极限承载力与砼标号和跨高比、剪跨比等几何条件有关,将试验结果与新规范修正稿 提出的公式进行了比较,并对规范公式进行了讨论.

Based on the theory of solving problems of elasticity given in reference (1) by the author, an alternative method for solving uncoupled governing differential equations is proposed in this paper. The stress analysis of simply supported deep beam is taken as an example to clarify the theory and application of the method proposed in the present paper.

本文在文献[1]的基础上,建议另一个求解非耦联控制方程的方法。文中以简支探梁的应力分析为例,阐明该方法的原理及应用。

On the basis of the two dimensional linear theory of elastodynamics,the state equations of deep beam vibration are obtained. By the boundary forced loads,the symmetric vibration mode and the asymmetric mode can be composed.By using the calculation of the derivative operator, the governing differential equations of these two modes are formulated. For the simply supported deep beam, the closed form analytical solutions are given.

本文从二维弹性理论出发,导出深梁振动的状态方程式.由深梁边界上的强迫力,可以分解成两种振动形式:即对称振动和反对称振动.通过微分算子的代数运算,导出这两种振动形式的控制微分方程式.对于两边简支的深梁,给出了强迫振动问题的封闭解析解.

 
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