lateral brace中文是什么意思

• 横向支撑

• lateral    adj. 1.横的，侧面的，旁边的；横向的。 2.【语音 ...
• brace    n. 1.支柱，支持物，撑柱；【机械工程】撑臂，拉条；曲 ...
• brace    n. 1.支柱，支持物，撑柱；【机械工程】撑臂，拉条；曲柄，把；【医学】支架；〔pl.〕(牙齿)矫正器；【矿物】支撑；坚坑口，井口。 2.【印刷】大括弧；〔即｛ ｝〕；【航海】转帆索。 3.〔pl.〕〔英国〕(裤子〕背带(＝〔美国〕suspenders)；(弓手等的)护腕带。 4.〔sing., pl.〕(猎获物等的)一双，一对。 5.〔口语〕(新兵等的)生硬的立正姿势。 a pair of braces 一副背带。 a brace of grouse 一对松鸡。 a pole brace 电杆拉线。 a crank [hand] brace 手摇钻。 brace (and) bit 曲柄钻孔器，摇钻，弓钻。 in a brace of shakes 马上，立刻。 splice the main brace 〔俚语〕喝酒。 take a brace 〔美国〕鼓起勇气，奋力。 vt. 1.撑牢，支住。 2.给…装拉条；系紧；拉紧，张(弓)，叉开(两腿)。 3.使(神经)紧张；激励，振作(精神)；【航海】以转帆索转(帆)；【印刷】用大括弧括。 4.〔美俚〕向…借钱；向…乞求， brace oneself (up) ＝ brace one's energies 奋勇，鼓起精神，振作。
• brace in    使横帆桁垂直于艏艉线
• lateral    adj. 1.横的，侧面的，旁边的；横向的。 2.【语音】边音的，旁流的，(舌)边的。 lateral buds 生在侧面的蓓蕾，旁蕾。 a lateral branch (of a family) 旁系(亲属)。 lateral pressure 【物理学】旁压力。 a lateral root 侧根。 a lateral view 侧面图。 n. 1.侧部的东西，侧向生长的东西。 2.【电学】支线。 3.横材。 4.【矿物】走向平巷；【建筑】横向排水沟。 5.【语音】边音，旁流音。 adv. -ly
• brace (curly brace)    大括号
• angle brace    斜撑; 隅掌, 角铁撑, 角撑
• ankle brace    踝梏具，踝固定器
• arch brace    拱形支撑; 拱支撑
• arm brace    耙架; 臂拉杆
• arm-brace    撑脚
• awning brace    天幕撑架
• back brace    背板; 反斜撑; 后撑
• batter brace    斜拉条; 桁架斜撑
• battery brace    电池组支架
• beam brace    犁辕斜拉杆
• belly brace    胸压手摇钻
• belt-and-brace    有些情况下也译作“冗余”
• bit brace    曲柄钻头; 手摇钻; 钻孔器
• blount brace    布朗特支具
• boiler brace    锅炉拉条; 锅炉斜拉条
• boom brace    吊臂斜杆; 起重臂桁架式结构
• boom-brace    伸梁支架
• bottom brace    轴箱下拉条
• brace a bit    装上钻头

• Bottom lateral bracing
  底斜支撑
• Except form ties bolt , lateral bracing should set up for supporting that has three lines which is up , medium and down
  11除对拉螺栓外，设置辅助侧向支撑进行支顶，上中下三道。
• As the important part of steel - structure workshop , the study of the lateral brace for columns is significant
  作为厂房的组成部分，厂房柱的侧向水平支撑的研究有其重要的现实意义。
• This paper is concerned with the analysis of lateral braces for workshop columns press - bend member . in this paper , lateral braces is lateral horizon center braces
  本文研究的课题为厂房柱压弯构件侧向支撑杆的分析，其中，侧向支撑杆指的是侧向水平中心支撑杆。
• This paper investigates and presents the design methods for lateral braces between equal spaced columns reducing the effective lengths of the columns to half
  本文探讨了一排等间距布置的承受相同轴力的等截面柱，使柱计算长度减少至0 . 5l时所需横向水平撑杆的设计问题。
• This paper study the lateral braces by the analysis of classic theory and ansys limited member , and presents the design method of non - full braces
  本文以经典理论分析和ansys有限元分析对侧向水平中心支撑进行系统地研究，得出在现有的设计要求下不完全支撑的设计方法。
• Full braces is which stiffness and strength could let the lateral buckling critical force to max . when the stiffness and strength of lateral braces is larger than this of full braces , the lateral buckling critical force could not be improve
  完全支撑系指支撑的刚度和强度可以使构件侧向弯曲临界力达到最大，当支撑的刚度和强度大于完全支撑的刚度和强度时，构件的侧向弯曲临界力不再提高。
• The software ansys6 . 0 is used to analysis the stability of the state after construction of tongwamen bridge , linear method is used in analyzing the finite element model of the bridge , the coeffient of stability of different state after construction is given . on the basis , the effect of different factors such as the arrangement of lateral brace , the sloping angle of arch ribs , the stiffness of bridge deck system , the effect of non - orientedly conservative loadings of the hanger and tie bar etc is discussed . the different coefficients of stability of changing these factors are given , so the factors that are vital to the lateral stability of x - type arches are found , and the rationality of the methods taken to enhance the lateral stability of tongwamen bridge is evaluated
  本文应用有限元分析商业软件ansys6 . 0 ，采用线弹性方法，通过对该桥的空间有限元模型进行稳定性分析，得出其成桥运营阶段各种工况下的稳定安全系数。在此基础上，本文还通过有限元模型分析，就拱的矢跨比、吊杆(立柱)的非保向力效应、桥面系的刚度、横撑布置形式、拱肋侧倾角等因素对该桥整体稳定性的影响展开探讨与研究。文中给出了各因素变化情况下的稳定安全系数，指出了对钢管混凝土提篮拱横向稳定性有显著影响的因素及其合理变化范围，并对铜瓦门大桥提高横向稳定性的措施的经济合理性进行了分析。
• Compared with full braces , the stiffness and strength of non - full braces could not let the lateral buckling critical force to max , which could achieve the requirement of design . when the stiffness and strength of lateral braces is larger than this of non - full braces , the lateral buckling critical force could be improve a little
  而不完全支撑则指支撑的刚度和强度使构件侧向弯曲承载力达到既定要求的功能，当支撑的刚度和强度大于不完全支撑的刚度和强度时，构件的侧向弯曲承载力的提高幅度并不大。
• At last , on the basis of the linear finite element model , the effect of different factors such as the stiffness of the arch rib , the arrangement form and the arrangement position of the lateral brace , the sloping angle of arch ribs , ratio of the width to the span , the form of the hangers , the stiffness of bridge decks , cables etc is discussed
  最后,本文还通过有限元模型的分析,就拱肋自身刚度、横撑的布置形式和布置位置、拱肋内倾角、宽跨比、吊杆形式、桥面刚度、斜拉索等方面对该桥的整体稳定性的影响展开讨论和研究。