1)continuous beam连续梁
1.Experimental study on the mechanical behavior of continuous beams reinforced with FRP rebars;FRP筋混凝土连续梁力学性能试验研究
2.The construction technology of the continuous beam bridge the post-tensioning method prestressed of the double S complex linear;双S曲线连续梁桥复杂后张法预应力施工技术
3.Damage identification of continuous beam based on wavelet transform of rotation mode;基于转角模态小波变换的连续梁损伤识别研究
英文短句/例句
1.The Discussion of Solution to Beam Deformation and Nonstatic Continuous Beam by Unit Step Function用单位阶跃函数求梁的变形和解连续梁的探讨
2.The Bracket Strengthening Schemes s Investigation of Cantilever Suspended Beam Continuous Bridge;悬臂挂梁式连续梁桥牛腿加固方法的研究
3.Research on the Girder s Deflection of Long-Span Prestressing Concrete Continuous Girder Bridges;大跨度预应力砼连续梁式桥主梁下挠研究
4.Comparative Research on Modes of Longitudinal Unseating Prevention System for Continuous Bridge连续梁桥纵桥向防落梁装置结构模式对比研究
5.Analysis on Seismic Pounding Responses of Isolated Continuous Girder Bridge under Earthquake Excitation隔震连续梁桥地震作用下梁间碰撞响应的研究
6.Construction Technique of Great Span Pre-stressed Concrete Continuously Beam Style Support Cast-in-place大跨度预应力砼连续梁梁式支架现浇施工技术
7.Application of Elastic Continuous Beam Method in Analysis of Bridge Structure弹性连续梁法在桥梁结构分析中的应用
8.Analysis for Prestressing of Curved Continuous Box Girder Bridges箱型截面曲线连续梁桥的预应力分析
9.Spatial Seismic Response Analysis on the Cable-stayed Bridge and the Continuous Girder Bridge斜拉桥及连续梁桥空间地震反应分析
10.The Construction Craft at 0 #～1 # Node Section of Box Continuous Beam箱形连续梁0～1~#节段施工工艺
11.Research on New Technology for Replacing Simple Supported-Continuous Girder Bridge Bearing;简支转连续梁桥支座更换新技术研究
12.Research on Designing Scheme for V-shaped Continuous Steel Box Girder Bridge in High-speed Railway;高速铁路V形钢箱连续梁桥设计研究
13.Study of indexes of continuous girders (double track line) erected with cast-in-place cantilever method;悬浇连续箱梁(双线)梁部指标的研究
14.The Structure Design, Construction Technology of Continuous Rigid-Frame Beam Bridges连续—刚构连续体系梁桥结构设计及施工工艺
15.The continuous bridge after simply supported is the building type adopted in current bridge construction.先简支后连续桥梁是现在桥梁施工采用的形式。
16.Application of Prestressed Continuous Groove Beams in a Road Bridge预应力连续槽形梁在公路桥梁中的应用
17.The Influnce of Height of Box-Girder on Long-Term Deflection of Continuous Rigid Frame Bridges主梁梁高对于连续刚构长期挠度的影响
18.Superficial Description of Application of Gridiron Method in Design of Continuous Box-Girder Bridge浅述梁格法在连续箱梁桥设计中的应用
相关短句/例句
continuous girder连续梁
1.Equipollent load calculation of external prestressed continuous girder;体外预应力连续梁的等效荷载计算
2.Temporary Connection of Continuous Girders with Rigid-framed Structure of the Second Changjiang River Bridge in Wuhan;武汉长江二桥连续梁与刚构的临时连接
3.Protection scheme of continuous girder main pier base ditch连续梁主墩基坑防护方案
3)continuous bridge连续梁
1.Model experimental study on crack and reinforcement of RC continuous bridge's bracket钢筋混凝土连续梁桥牛腿开裂及加固模型试验研究
2.According to the continuous bridge construction of 40 m+64 m+40 m on West Dawang Road of Beijing-Tianjin transporting project,introduces the ways of continuous bridge construction in detail,compares and analyses the construction between supported and suspended methods,which offers some thoughts of making plans for familiar supported continuous bridge.根据京津城际轨道交通工程西大望路40 m+64 m+40 m连续梁的施工,对支架现浇连续梁施工的方法进行了较为详细的介绍,并对支架法与悬灌法施工进行了简单对比分析,为以后同类连续梁的方案制定提供了思路。
3.With the Wuzhong Yellow-River Bridge as an example, a space-stress analysis of the pre-stressed concrete continuous bridge at the cantilever construction stage is made.本文以吴忠黄河大桥为例,对混凝土连续梁桥悬臂施工阶段进行空间应力分析研究,建立有限元模型,运用ANSYS分析梁体的力学行为,为实际桥梁的设计和施工提供一定的参考。
4)cantilever beam of bridge桥梁连续梁
5)Excel continuous beamExcel连续梁
6)continuous tubular beam连续管梁
延伸阅读
连续梁 有三个或三个以上支座的梁。连续梁有中间支座，所以它的变形和内力通常比单跨梁要小，因而在工程结构（如桥梁）和机件中应用很广。 连续梁属静不定结构，可用力法求解其中的内力。具体方法是，对n跨连续梁（图1a）,将它在每个内部支座处断开，化成n根简支梁,并以各支座处的弯矩Μi(i=1，2，...，n-1）为多余的未知内力，就得到一个力法的基本系统（图1b），而每个内部支座左右两根梁形成一个单位系统（图2）。 根据转角的连续条件，支座左右梁端的转角应该相等，即θ=θ,运用单位载荷法计算该转角,可得到力法的方程组。对于用同一材料制成的连续梁，这组方程为： (i=1,2,...,n-1)，式中Li为第i个跨的跨距;Ii为第i个跨上的梁截面的惯性矩(见截面的几何性质)；i是第i个支座的单位系统中各外载荷（集中力、分布力、力矩）的函数，外载荷给定后，它就是确定的。由于每个方程中含有三个支座力矩，所以这个方程组称为三弯矩方程组，简称三弯矩方程。它的系数矩阵为三对角线矩阵。通过上述方法得到的三弯矩方程，便于在数学上求解（见变形分配法）。 最早得到三弯矩方程的是法国的 B.P.E. 克拉珀龙(1849)和H.贝尔托(1855)，他们得到的方程组只适用于支座等高、跨距相等并受均布横向载荷的连续梁。后来德国的H.舍夫勒等人将方程组推广到支座不等高的情况。法国的J.布雷斯进一步又推广到跨距不等并且载荷任意分布的情况。20世纪初，捷克斯洛伐克的K.A.恰利谢夫和美国的H.克罗斯为便于工程运用，又提出逐次近似的力矩分配法。50年代后期以来，发展出用有限元法解连续梁的多种标准程序。 参考书目 S.铁摩辛柯、J.盖尔著，胡礼人译：《材料力学》，科学出版社，北京，1978。(S.Timoshenko and J.Gere,Mechanics of Materials,Van Nostrand Reinhold Co.,New York,1972.) 孙训方等编：《材料力学》，人民教育出版社，北京，1979。
