design formulas造句

• In the end , the design formula of stiffener is put forward which can supply reference to engineering
  最后提出了加劲肋设计公式，供工程参考。
• But it is well known that there are many limits in the present design formula on transducer
  现有涡流传感器设计公式中的局限性是为从事设计的人们所熟知的事实。
• Then the tests result is compared with results of finite - element analysis and design formulae and the difference of them are analyzed
  并将试验结果与有限元分析结果和我国规范公式计算结果进行了比较，分析了偏差产生的原因。
• And database of test of kkt - joints is produced . finally , available references for constituting and consummating of chs design formulae are given
  为我国钢结构规范有关圆管节点承载力计算公式的建立和完善提供了有意义的参考。
• Through the relations of throttle pressure with the flux and slice deformation , the analytic design formulas of valves parameters of hydro - pneumatic spring is established
  摘要利用开阀压力与阀片变形以及流量之间关系，建立油气弹簧阀系参数解析设计公式，利用该公式可对阀系参数进行解析设计。
• In order to confirm the stress of the plastic screw gear , it is necessary to modify the straight design formula 1 and 2 , so as to compensate the contact pressure caused by different gear shape
  为确定作用在塑料螺旋轮所受的应力，需要修改直轮设计公式1和2 ，以补偿二者之间形不同而所受的接触压力不同。
• The existence of perforation affects buckling characteristic and load capacity of members and makes the design formula different with that of non - perforated members
  孔的存在导致薄膜应力的重新分布，影响构件的屈曲特性和承载能力，使得无孔构件的分析与设计公式不再适用于开孔构件，因此有必要研究开孔构件。
• Through researching the general laws of run _ off formation , deducing the design formula of drainage discharge and analyzing e ach parameter of the formula , the reasonable calculation method for parameters i n the drainage design formula , is presented
  通过研究地表径流的形成规律，对排水流量设计公式的推导和计算公式中各参数意义的分析，提出滑坡排水设计计算公式中各参数的合理计算方法
• Simple design formula on the ultimate compressive strength of gusset plate connections to slotted tubes is presented basing on the results of finite - element study . it has bigness significance to perfect design formula of gusset plate connections to
  本文根据有限元分析的结果,提出管板节点计算的简化公式,为管板节点极限承载力设计计算公式的进一步完善提供了有意义的参考,同时对实际工程也有一定的参考价值。
• The main contents of my project are as follows : firstly , according to analysis of program ansys on rwmsw , it is found that : using the design formula , the calculated carrying capacity of shear shows good agreement with the analysis result of program ansys
  本课题已经申请国家专利，内容如下： 1应用ansys有限元软件对保温模块剪力墙进行模拟分析，计算得到的抗剪荷载值和公式计算结果较吻合，破坏的过程也非常理想。
• Considering the special structure of multi - ribbed slab , founding diphase body mechanical model of compound material , strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick , the paper drew elastic compution constant and shear constant . based on the things , the paper simplified isotropy compution model to wall , gave practical design formula of elastic mold and shear mold , provided necessary parameter for practical design formula of elastic rigidity . finally the calculating results agree well with the text results
  结合密肋复合墙板的特殊构造，建立墙板的复合材料二相体力学模型，按照混凝土与砌块体积比不变原则对肋梁肋柱同时加强，得出墙板的弹性计算常数及剪切常数，在此基础上，进一步将墙板简化为各向同性的计算模型，给出墙板弹性模量及剪切模量实用计算公式，为密肋复合墙板的实用弹性刚度计算公式提供必要的参数。
• Since it is difficult for the cable or beam model to consider the large deformation in the pipe crossing section , the fem analysis with shell element has been proposed to investigate the response of pipe . takada ( 2000 ) proposed a simplified design formula to obtaining the maximum strain in steel pipes based on the parametrical study using a beam - shell hybrid fem
  现在的抗震规范和有关研究中，还很少有估计大变形时管子内的应力应变的方法，虽然2000年高田至郎等人基于壳有限元模型的参数研究提出了设计用的简化计算公式，但在他们的分析模型中存在一些问题有待改进。
• The acceptability our rejection and the depiction of some content in the course " mechanisms and machine theory " is discussed , ( e . g . , group dividing , solving steps of the graphical method for vector equation , versions and methods for analytical kinematic analysis , inversion design for linkage mechanisms , crank angle between the two limiting positions , design formulae for cam mechanisms , classification of combined mechanisms , formula of the radius of addendum circle of gear , , balancing of machinery , etc . ) and some new opinions are presented
  摘要就《机械原理》课程的某些内容（如：拆杆组的方法、矢量方程图解法的解题步骤、运动分析解析法的版本和方法、连杆机构的反转法设计、极位夹角、凸轮机构设计公式、组合机构的分类、齿轮齿顶圆半径公式、机械的平衡等）的取舍和叙述进行探讨，提出一些新的看法。
• However , the researching work on mechanic characteristics and deformation law of the composite ground under flexible foundation as embankment is not enough , and have to use the design formula of the composite ground under rigid foundation for it . this condition restricts the application of the composite ground on the highway engineering in a great extent
  但是，对于路堤这样的柔性基础下水泥粉喷桩复合地基，由于研究较少，有关这种地基的力学性状和变形规律等基本问题都尚未弄清楚，设计中只好借鉴刚性基础下水泥粉喷桩的计算公式，不能很好的指导工程实践，大大限制了水泥粉喷桩在高等级公路软基处理中的应用。
• Thea , aimed at different situation and with the combination of the compatibility truss theory and limited balance principle and the truss - strut model , the shear strengthening theoretic formula for the beams under concentrated load is put forward . ground on the test data and real engineering , the simple design formula is afforded
  然后，作者以桁架一拱模型和软化桁架理论为基础，综合极限平衡原理，考虑了拉应变存在条件下混凝土抗压强度的软化，针对不同加固情况推导了集中荷载作用下的矩形截面约束梁的抗剪加固理论公式。
• Since the departing process of fire work departing installation is a highly nonlinear transient dynamic process , it relates to many speciality field , and the characteristic of the material is very complex under the highly rate and highly pressure distortion , the design methods and the design formulae by experience which has been used for a long time are very limited , the facter which truly affect the departing process of fire work departing installation cannot been reflected in the design calculation , the structure modelling and optimization of the fire work departing installation is cannot been carried out by the traditional optimization method
  由于火工分离装置的分离解锁过程是一个高度非线性的瞬态动力过程,涉及多个学科和专业领域,而且材料在高速高压条件下瞬时性态十分复杂,长期以来所沿用的经验设计方法和设计经验公式的局限性很大,对火工分离装置分离解锁过程一些实际有影响的因素不能定量地反映到设计计算中来,采用传统优化方法无法实现火工分离装置的结构优化建模和计算。
• The results of full - scale tests in this dissertation canaugment international database of test and numerical analysis results for tubularjoints . based on the experimental study and numerical analysis , design proposal for theultimate tensile strength of gusset plate connections to slotted tubes is recommended . it has bigness significance to establish design formulae of gusset plate connections toslotted tubes and perfect design formulae of steel tension member and it also can givesome advices to practice engineering
  在试验研究的基础上,根据有限元分析的结果,本文提出了关于管板节点受拉极限承载力的设计公式,为我国钢结构规范建立管板节点受拉极限承载力设计公式及有关拉杆的设计公式的进一步完善提供了有意义的参考,同时对实际工程也有一定的参考价值。
• The calculation formulas of loading capacity are deduced by the formula of average bond strength that is concluded from experiment results . then based on reliability analysis of anchorage length , design formula and table for anchorage length with reliability guarantee that are suitable to every kind of condition are given
  用通过试验结果回归的平均粘结强度公式推导出承载力计算公式，选取合适的可靠指标，对植筋的锚固长度作可靠度分析，得出可用于各种情况下的具有可靠度保证的植筋锚固长度设计公式及表格。
• The system adopt powerbuilder 6 . 5 to develop designing and calculating subsystem , and use sql anywhere for power builder 6 . 5 to manage design parameter and design formula data and so on ; adopt object arx to develop graph managing subsystem and realizes parameter replace of bearing assembling drawing and part drawing ; adopt vc6 . 0 and ole to realize automatic loading bearing assembling drawing and part drawing under autocad circumstance and execute uniform management on these drawings
  系统采用powerbuilder6 . 5开发设计计算程序，采用pb6 . 5自带的sqlanywhere数据库管理设计参数、设计公式等数据；采用objectarx开发设计图图形数据处理程序，实现在autocad环境下的轴承装配图、零件图的参数替换；采用vc6 . 0 ，应用ole技术，自动装入轴承装配图、零件图，实现对设计图的统一管理。
• Based on the experiment results , the damage form of abnormal exterior joint are summarized , characteristics of hysteresis curve are studied , the effect of stirrup ratio and height of column section and beam section on anti - shear property of abnormal joint are discussed , working mechanism of abnormal exterior joint is researched , the conclusion that the anti - crack and bearing capacity of abnormal joint are studied by analyzing the minor core of abnormal exterior joint is proposed , the basic data is provided for the design formula of abnormal joints
  根据试验结果，总结了异型边节点的破坏形态，研究了节点滞回曲线的特征，讨论了节点核芯配箍率、梁柱截面高度变化对异型边节点抗剪性能的影响，分析了异型边节点的受力机理，提出应以“小核芯”为分析单元来研究此类节点抗裂和承载力的建议，为异型节点设计公式的建立提供了基础数据。