椽：支撑起一个斜屋顶的斜梁中的一根。
Rafter: One of the sloping beams that supports a pitched roof.
斜梁桥的力学特点与正交梁桥相比有很大区别。
The mechanical properties of a skew girder bridge differ a great deal from those of an orthogonal girder bridge.
跨径是影响公路简支斜梁桥地震反应的另一个重要参数。
Span is another important parameter for seismic response of skew highwaybridges.
建立了直接确定简支斜梁桥荷载横向分布系数的计算模型。
A calculating model which can determine directly the load transverse distribution factors of simple supported skew beam Bridges is established.
对工程界有争议的斜梁桥横向刚度问题进行了较深入的研究。
This paper deeply studies the problem of transverse stiffness of skew girder bridge which has been argued for a long time.
它把一个连续斜梁桥的力学问题转化为连续正梁桥的力学问题。
It transformed the mechanic problem from the continuous skew beam bridge into the continuous straight beam bridge.
在工程结构设计时，屋面斜梁如何处理是避免结构安全隐患的重要问题。
In project structural design, how to handle the roofing cant beam is an essential question of keeping away from potential security problems.
公司拥有“七仙女”织品加工户上百余家，古老脚踏木制斜梁机千余台。
The company owes more than one hundred home-made factories, over one thousand old looms.
型保持架斜梁部位的斜面内存在这样的点，用斜梁部位作引导部位较合理。
Such point existing in the inclined plane of m type cage inclined beam place, it is more reasonable to use the inclined beam place as land riding place.
本文主要针对斜梁桥传统计算方法的不足，采用组合有限单元方法计算分析斜梁桥问题。
This paper primarily aims at the deficiency of conventional computation method of skew girder Bridges, calculates and analyses skew girder bridge based on integrated finite element method.
国家体育场看台斜梁属于锯齿形超长悬挑构件，截面尺寸大、精度要求高、施工难度大。
The stand inclined beams of National Stadium, a kind of super-long zigzag cantilever member, have some characteristics which are large section size, great precision and difficult construction.
后锁紧式篮球架，斜梁具有延长并向下折曲部分，延长折曲部分与后拉杆由双螺栓固定。
The utility model relates to a rear locked basket post. An extension flex part is arranged on an inclined beam and fixed with a back stay by double bolts.
审香妍明白，能否救出月驮琅和真阅上人，关键在自己身上，否则就只剩硬闯斜梁洞一途了。
Review joss-stick Yan know, can extrication month Duo Lang and really peruse a person, the key is on oneself, otherwise remain is hard to rush inclined beam cavity of one way.
由关键块的分析和数值模拟结果，确定了综放沿空小断面留巷的断面形状，给出了斜梁的合理支护设计。
The entry section shape and the reasonable design of inclined beam were determined according to the analysis of key blocks and the results of numerical simulation.
通过对门式刚架的整体稳定分析，研究了刚架的高跨比、斜梁坡度对结构的稳定和计算长度系数的影响。
Through over-all stability analysis, the influence of height-span ratio, rafter slope to the stability and the effective factors of gable portal frames are also presented in this paper.
根据多梁式斜梁桥结构及其横向受力特点，提出了“弹性支承刚性横梁法”进行跨中荷载横向分布的计算。
The elasticity support rigidity crossbeam method is brought forward according to orientation structure endure force character of skew bridge with multilongitudinal beams.
根据试验数据提出了存在斜裂缝钢筋混凝土梁的抗剪强度折减系数的计算公式。
The formula of reduced shear strength coefficient of RC beams with inclined cracks is put forward to according to the test data.
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.
块状物，斜钉，专有的紧固件在墙梁-柱子连接中被用到，这比公寓建设需要更多的材料和劳动力。
Blocking, toe-nailing, or proprietary fasteners are needed for the girt-to-post connection, which requires more material and labor than flat construction.
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.
钢纤维高强混凝土对于改善梁结构的初始斜裂荷载作用，并不明显；
The steel fiber cannot obviously improve the loads corresponding to the first inclined cracks.
提出了有斜裂缝梁内的混凝土承受的剪力和箍筋应力的计算方法。
The method for calculating the shear carried by the concrete and the stirrup stress in beams with inclined cracks are suggested in the paper.
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).
首先从能量原理出发，推导了斜支单跨梁内力及变形计算的一般公式。
The general formulas of internal forces and displacements of skewly supported single-span beam are deduced from the energy principle.
对梁和柱内的翘曲位移及其双力矩通过斜加劲的梁柱节点的传递提出了新的数学分析模型。
A new model was proposed for transmission of warping deformations and bimoments in beam and column through diagonally stiffened beam-to-column joints.
本文根据斜交构造异性板的弯曲理论，把板梁组合结构比拟成板来计算。
The plate girders system structure was considered as a plate according to the theory of bending of skew plate.
结合一连续斜弯梁桥实桥试验结果，分析了此种桥型的受力特点、变形特点，给出了试验方案、方法及试验成果。
This paper analyses the speciality of the internal force and deflection in point of concrete continuous skew support curved grider bridge, gives its load test plan, way and results.
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.
本文提出了混凝土梁斜筋和箍筋应力脉的计算公式。
In this paper, the formula for calculating stress spectra of hoping and diagonal bar is presented.
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.
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