gabled造句
例句与造句
- Using the general finite element programming package of ansys10 . 0 , the study of gabled frames beam - column end - plate connections is made , considering synthetically nonlinear ( material , geometry and contact ) , bolt pretension forces and ratio of axial compression stress to strength . elastic - plastic finite element analyses are carried out among 28 species of 3 series under monotonic loads , in order to discuss the influence of parameters including stiffness of end - plate , bolt diameter , friction coefficients and so on
本文使用通用有限元软件ansys10 . 0综合考虑了三重非线性(材料非线性、几何非线性以及状态非线性)的影响,同时考虑了螺栓预拉力的影响,对考虑端板厚度、端板加劲肋的设置、螺栓直径、摩擦系数等参数不同的3个系列(端板系列,螺栓直径系列,摩擦系数系列) 28个试件进行了有限元数值模拟,对连接节点的性能进行了分析研究。 - In this paper , the general situation and virtue or disadvantage about light - steel structure abroad and at home is concluded systematically . the design method , steel characteristic in the connection , the bolt strength , welding line characteristic and the joint connection model about gabled frames structure is introduced
本文系统地归纳了国内外轻钢结构的发展概况及其优缺点，介绍了轻钢结构门式刚架节点的设计方法、节点钢材的性质、螺栓的强度、焊缝的特性以及连接的形式。 - The gabled brick , tile , and freestone houses had almost dried off for the season their integument of lichen , the streams in the meadows were low , and in the sloping high street , from the west gateway to the medieval cross , and from the medieval cross to the bridge , that leisurely dusting and sweeping was in progress which usually ushers in an old - fashioned market - day
那些带有用砖砌的山墙和盖有屋瓦的石头房子，外面的一层苔藓已经因为干燥的季节差不多晒干脱落了草场上沟渠里的水变浅了，在那条斜坡大街上，从西大门到中古十字路，从中古十字路到大桥，有人正在不慌不忙地清扫大街，通常这都是为了迎接旧式的集市日子。 - The two kinds of joint connection half - rigidity characteristic about gabled frames are discussed . the criterion among rigid connection , zero rigidity connection , half rigidity connection is determined ; the joint ' s moment and rotation angle curve is analyzed ; the calculation method about joint initial rigidity is brought forward ; the ultimate moment ' s calculation formula is deduced ; the result calculated by the formulas is compared to one calculated by the norm ' s formulas
探讨了门式刚架两种端板节点连接的半刚性特性，确定了节点刚接、铰接和半刚接划分的标准；分析了节点受力时的弯矩转角曲线关系；提出了节点的初始刚度的计算方法；提出了节点极限弯矩的计算公式，并与规范关于节点抗弯承载力计算的结果进行了比较。 - Bloted end - plate connections are being widely used in gabled frames , because of the geometry complexity of it , the strength models presented in the past few decades can not predict the ultimate strength and distortion of end - plate connection . at the same time there has n ' t existed mature method on the end - plate connection
目前国内端板连接计算方面还没有设计规范,理论方面仍在探讨研究中,有关的规程对节点的规定主要是传统的设计方法,它对节点的简化和假设不能充分反映端板连接节点的受力性能。 - It's difficult to find gabled in a sentence. 用gabled造句挺难的
- This paper analyzes the feasibility and theory evidence as additional load according to code for seismic design of buildings and load code for the design of building structures . the paper puts forward a kind of predigest account method aiming at these problems by the feasibility analyzes of the gabled frames as additional load and defining a magnified coefficient through analyzing the level earthquake force at the floor of this building according to the code for earthquake this force is in the total building and the gabled frames as additional load multiply a certain magnified coefficient
本文针对目前出现的问题,参照建筑抗震设计规范和建筑荷载规范通过对上部结构作为附加荷载的可行性分析,分析整体计算楼层的底部水平地震力和把加层部分作为附加荷载乘以放大系数来计算楼层的底部水平地震力,当两者相等或接近时,即可确定放大系数,从而提出简化计算方法。 - According to the above formula , the initial rigidity and ultimate moment is calculated by developed program to several kinds of gabled frames end - plate connection joint with different types ( such as end - plate connection horizontally placed , vertically placed and inclinedly placed ) , different end - plate thickness , different bolt diameter . the different result is compared with different end - plate thickness , the different force arm in joints , different bolt diameters and strength grades
按推导的公式编程计算了不同形式(端板外伸式、端板平齐式、端板斜接、柱腹板加劲) 、不同端板厚度、不同螺栓直径的门式刚架梁柱端板节点的初始刚度、节点极限弯矩，并比较了不同端板厚度、不同节点力臂、不同螺栓直径和强度等级、不同连接形式下初始刚度和极限弯矩的变化。 - Gabled frames are widely used in industry and civil engineering , it ' s web plates " local buckling calculated formula in the technical specification for steel - structure of one - storey light - weight buildings with gabled frames ( cecs102 : 98 ) are based on the rectangular plates " and did n ' t consider the interaction of the fringe plate . so , there are some different between the actual members and the prescript of the specification , and the post - buckling strength ' s calculated formula is based on the local buckling ' s , it must have some unreasonable
楔形门式刚架广泛地应用于工业与民用建筑中， 《门式刚架轻型房屋钢结构技术规程》 ( cecs102 ： 98 )中楔形腹板局部屈曲的计算公式来自矩形板，并且没有考虑翼缘的相关作用，因此，规程中的规定与构件的实际工作状况有一定的差异，且屈曲后强度的计算公式也是以局部屈曲系数为基础的，势必有其不合理性。 - In the actual ( ( code for steel structure design } ) ( gbj 17 - 88 ) and for the ( ( technical specification for steel structure of light - weight buildings with gabled frames ) ) ( cecs 102 : 98 ) , the calculation method for the stability of the members is : obtaining the axial force through the analysis of the linear - elastic inner force of the whole structrue , then checking the stability inside and outside the plane respectively on the foundation of the yielding rule of the edge
我国现行《钢结构设计规范》 ( gbj17 - 88 )和《门式刚架轻型房屋钢结构技术规程》 ( cecs102 : 98 )对构件的稳定计算方法是：先对构件进行整体线弹性内力分析，得到构件的轴力和弯矩；再根据边缘屈服准则对构件分别进行平面内和平面外稳定验算。 - Finally , with caparisons of that three parapets properties cantilevered parapets has been adopt to the steel structure of light - weight buildings with gabled frames , numerical simulations have been carried out with that buildings , results of simulations show that device can also significantly reduce the area - averaged coefficient of wind pressure and high negative suction peaks on zones susceptible to wind pressure . formula has been proposed about the height of that parapet
最后通过三种女儿墙的性能比较确定对门式刚架设置悬挑女儿墙进行数值模拟,结果同样表明悬挑女儿墙能明显地降低门式刚架屋面风荷载敏感区的负压峰值及屋面风荷载体型系数,并给出了女儿墙高度限值公式。
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