需要对通过点o的任意斜截面绘制莫尔图。
Mohr's circle is required for any oblique plane passing through the point o.
在役钢筋混凝土梁斜截面抗剪可靠性是迫切需要研究的问题。
Reliability assessment on shear behavior of existing reinforced concrete beam is an important problem that needs to be studied.
提出了一种用于计算汽车车身复合曲面斜截面外形的有效算法。
This paper provided an effective algorithm of the oblique section shapes in the composite curved surface of automobile body.
本方法的优点是，可以方便地给出翼面类任意斜截面外形的相对坐标值。
Its advantage is that the relative coordinate value may be Siven conveniently for the arbitrary oblique section of wing surface.
研究了外部U形粘贴碳纤维布加固钢筋混凝土梁负弯矩区段斜截面的受力特性。
This paper makes experimental study of stress character of reinforced concrete beam's oblique section in negative area strengthened with U-jackets carbon fiber reinforced polymer (CFRP).
介绍了弹性力学平面问题中斜截面上应力的正负规定的重要性及其对该规定的论证；
In this paper the importance of stress positive-negative regularity on tilt section in plane problem of mechanics of elasticity is introduced and the regularity is proved.
钢纤维与箍筋之间在提高钢筋混凝土梁斜截面承载力方面不存在“藕合增强效应”。
There is not composite enhancing effect to shear resistance of reinforced concrete beams between steel fiber and stirrups.
对预应力加固梁的正截面及斜截面承载力提出了新的并与规范体系相协调的计算方法。
Thenew method for calculating bearing capacity of beams strengthened by prestressing method are out for-ward and it is coordinated with the code system.
我通过次用坡屋顶，并将二楼建成庑殿式或斜截面的住房，使得该建筑形成一个整体。
I let the building be seen as one volume by employing a hip roof and laid the second floor of the housing in the hipped or inclined section.
通过正截面和斜截面加固计算确定了加固方案，详细介绍了施工工艺流程及施工要点。
The reinforcement scheme is assured by calculating positive and inclined sections, and the construction process and main points are introduced specially.
本文概要地介绍了允许出现裂缝的部分预应力混凝土梁斜截面疲劳性能的试验研究结果。
The test research results on fatigue behaviour of inclined section of crack-permitted partially prestressed concrete beams are briefly described in this paper.
根据试验结果，建立了粘钢部分承担的受剪承载力理论计算公式和受剪斜截面限制条件。
According to the test results, the computational formula of the shear load capacity about the externally bonded steel plates and the restricted condition of oblique shear section are set up.
只要算出任意斜截面的弦长，就可以很快地得到对应外形的坐标值，而无需求解复杂的曲面方程。
The coordinate value of corresponding profile may be obtained quickly so long as the length of the chord of arbitrary oblique section is computed, without solving the complex equation of the surface.
在相关的试验研究中，更多的是对正截面的加固研究，而对斜截面的抗剪加固试验研究还比较少。
In related pilot study, more cross-section of the reinforcement has been researched, but it has few study in strengthen diagonal plane section.
本文在试验研究基础上，运用根据极限平衡理论，建立了锈蚀钢筋混凝土简支梁斜截面承载力计算模型。
Based on this research and using the ultimate equilibrium theory, the calculation model of shear bearing capacity of corroded simply supported reinforced concrete beam is established.
在试验研究的基础上，建立了考虑两阶段受力影响的桥梁加固钢筋混凝土受弯构件斜截面承载力计算公式。
The analysis method and calculation expressions of oblique section consolidation of reinforced concrete bridge are discussed on the basis of test analysis.
并在试验结果与有限元模拟的基础上，依据极限平衡理论，建立起来复合墙体的斜截面抗剪极限承载力公式。
With the results of the multi-ribbed wall tests and finite element analysis, the shear capacity formulas of a oblique section based on ultimate balance theory are given.
通过对国内18个有关混凝土小型砌块剪力墙斜截面抗剪试件试验结果的分析，得出斜截面抗剪承载力公式。
Based on the analyses of 18 experimental specimens of small concrete block shear wall, a formula for evaluating the shear bearing capacity of oblique section are proposed.
提出了地层的任意方向切割方法，即适用于水平截面和斜截面的网格分割法和适用于竖直截面的交线分割法。
Two strata cutting methods were suggested, the grid cutting method to be used for horizontal and sloped sections, and the intersection line cutting method for vertical sections.
钢筋混凝土叠合梁的斜截面承载力，从理论上定量分析存在着较多困难，但数值模拟分析是一种直接有效的途径。
Due to difficulties with quantitative analysis in theory on shear resistance of reinforced concrete composite beam, numerical simulation becomes a direct and efficient approach.
基于二次受力迭合梁斜截面受力性能和钢纤维混凝土材料特性，分析了钢纤维混凝土迭合梁截面的剪应力分布规律。
Based on the double stress of steel fiber reinforced concrete (SFRC) composite beams and their material performance, a law of shear stress redistribution in SFRC composite beams is studied.
本文的成果为合理确定钢筋砼无箍板斜截面抗剪承载力计算公式提供了依据，同时本文给出的分析方法也适用于其它类似的情况。
The results provide scientific basis for defining the formulas of curving section shear-bearing capacity on non-stirrup reinforced concrete slabs. The method is applicable tooth…
所获分析结果对于促进叠合梁斜截面理论的深入研究、指导叠合梁在工程中的合理设计以及类似的数值模拟分析均有一定的参考价值。
The results obtained could be referred in further study of computational theory of composite members, rational design of composite beams, and other similar numerical simulation.
根据墙体斜截面抗剪极限承载力公式和正截面极限承载力公式，给出了墙体最终发生弯、剪破坏模式的判定，并提出了影响墙体最终破坏模式的主要因素。
Based on the formulas of oblique section bearing capacity and normal section bearing capacity, the paper set rules to determine the failure mode of the wall and gave several main factors.
本文通过15根钢筋混凝土试验梁在多循环人工海水侵蚀后进行的斜截面承载力试验，研究了钢筋混凝土梁在遭受腐蚀的不同时间段内梁的斜截面承载力的变化情况。
In this paper, with shearing experiment of 15 reinforced concrete beams, the bearing capacity changes of these beams corroded more times in seawater in different periods of time were studied.
通过对一个已使用40多年的钢筋混凝土吊车梁碳纤维加固后的现场加载试验，分析了加固后吊车梁在吊车移动荷载作用下正截面和斜截面的应变分布规律及挠度变化规律。
Based on the field load tests of more than 40 years old a reinforced concrete crane girder after strengthening strengthened with CFRP, the strains and deflections under the moving loads were analyzed.
特别是木材的细节部分，例如工人在梁截面部分解决了斜搭接的问题。
Timber details such as scarf joint were resolved with the builder to be applied in the beam section.
对正拱斜置变截面悬链线坡拱桥的受力分析方法作了介绍。
This paper states a method of analyzing the right catenary arch with variable cross section on slop.
从结构的几何非线性分析着手，研究截面为三角形的空间格构式斜腿刚架的平面内整体稳定。
Based on the geometric non-linear analysis, the in-plane global stability of Space Lattice Tilted Column Frame of Triangle Section(SLTCF)is studied.
在前开口井架前大腿的稳定计算理论中一直没有很好的解决井架横截面框架中斜拉杆的作用。
The problem of the effect of oblique tension link on the derricks' cross section frame in the front leg stability calculation of open front derricks remains unsolved.
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