叠合梁,composite beam
1)composite beam叠合梁
1.Experimental research on the shearing resistance strength of oblique section of composite beam;叠合梁斜截面抗剪性能的试验研究
2.Experimental study on bending behavior of composite beams with invertible T-shaped prestressed precast beam;倒T形预应力预制构件叠合梁受弯性能试验研究
3.Calculation of normal section crack resistance of prestressed concrete composite beams with U-shaped precast beam;U形预制截面预应力混凝土叠合梁正截面抗裂验算
英文短句/例句

1.Analysis on Mechanical Characteristics of Steel-Concrete Composite Grider of Suspension Bridge;钢—混凝土叠合梁加劲梁悬索桥力学特性分析
2.Research on Bearing Capacity of Reinforce Concrete Bridges Strengthened by Composite Beams叠合梁加固钢筋混凝土桥梁的承载能力研究
3.Exploration of the Finished State of the Composite Beam Cable-stayed Bridge and the Method of Realization;叠合梁斜拉桥成桥状态及其实现方法的研究
4.An Experimental Study on Unbonded Prestressed Composite Beams with Reaction Powder Concrete;活性粉末混凝土(RPC)预应力叠合梁试验研究
5.The Research of Long-Span Cable-Stayed Bridges under Construction大跨度钢—混叠合梁斜拉桥施工过程受力分析
6.Numerical Studies and Analysis on the Shearing Resistance Strength of Blique Section of Composite Beam叠合梁斜截面抗剪性能的数值研究与分析
7.Design and Construction of Three-span Continuous Steel-concrete Composite Beam of Zengbu Bridge增埗大桥三跨连续钢-混凝土叠合梁设计与施工
8.Finite Element Analysis of Thin-Walled Composite Laminated Beams with Geometrically Nonlinear Behavior Including Warping Eeformation考虑翘曲变形的复合材料叠合梁几何非线性的有限元分析
9.Experiment Study of Steel-Concrete Composite Beam Bridge Crack Width and Control Technique;钢—混凝土连续叠合梁桥裂缝宽度与控制技术的试验研究
10.Experimental Study on Bending Behavior and Design Methods of Prestressed Concrete Composite Beams;预应力混凝土叠合梁受弯性能及设计方法的试验研究
11.The Research on Flexural Behavior of Laminated Beams with Unbounded and Partly Prestressed Concrete;无黏结部分预应力混凝土叠合梁受力性能的研究
12.Bending Element Analysis for Crumb Rubber Reinforced Concrete Superposed Beam;橡胶集料钢筋混凝土叠合梁受弯性能有限元分析
13.Experimental study on the fatigue property of composite beams with steel fiber reinforced self-stressing concrete in the negative moment area钢纤维自应力混凝土叠合梁负弯矩区疲劳性能试验研究
14.Construction Techniques for Compositing 105-m Long Span Steel and Concrete Composite Box Girders105m大跨度钢-混凝土组合梁叠合施工技术
15.Research on the Mechanical Behavior of Simply Supported Slab Bridge Considering Combining Effect of Paving Layer考虑铺装层叠合效应简支板梁桥力学性能研究
16.Study on Bi-Material Superposed Cantilever Beam Subjected to Concentrated Force受集中力作用的双材料叠合悬臂梁的研究
17.Construction Technology for Floor System with Long-Span Composite Concrete Box Girder Network大跨度混凝土叠合箱网梁楼盖施工技术
18.DISCUSSION ON ENGINEERING PRACTICE OF REINFORCED CONCRETE COMPOSITE BOX AND RIB BEAM STRUCTURE FLOOR钢筋混凝土叠合箱网梁技术工程实践探讨
相关短句/例句

composite beams叠合梁
1.In order to find out the structural performance of reactive powder concrete, three unbonded prestressed composite beams were made.为研究活性粉末混凝土(RPC)材料的结构性能,设计了三根活性粉末混凝土无粘结预应力叠合梁,对其受弯性能进行了研究,得到了关于截面应变分布、钢绞线应力增量、中点挠度等有效的试验数据以及试验梁的裂缝分布和破坏特征。
2.Author presents the experimental results of the crack widths of 20 unbonded partial prestressed concrete composite beams with rectangular cross-sections.给出了20根矩形截面无粘结部分预应力混凝土叠合梁(其中2根为对比梁)裂缝宽度的试验研究成果。
3.Based on the existing experimental researching information, this paper makes a further analysis on the frontage cross-sectional mechanical properties of reinforced concrete and pre-stressed concrete composite beams, suggests the method of differentiating the over reinforcement limitation and a method for calculating its frontage cross-sectional bearing capacity.基于现有试验研究资料,进一步分析了钢筋混凝土和预应力混凝土叠合梁的正截面受力性能,提出了其正截面超配筋界限判别和正截面承载力计算方法,与普通钢筋混凝土和预应力混凝土梁相应计算形成统一理论体系。
3)laminated beam叠合梁
1.By experimenting upon six secondary loaded continuous laminated beams and one single loaded laminated beam and one integral casting beam, bending behavior of secondary loaded laminated beams and the monment redistribution regularity were studied.通过 6根二次受力连续叠合梁和 1根一次受力叠合梁及 1根整浇梁的试验 ,研究二次受力叠合梁受力性能及内力重分布规律 ,并根据试验结果提出设计方法。
2.The experimental research was made for such mechanical properties of orthogonal section as ultimate bearing ability, crack width and deformation with 20 laminated beams of partly prestressed concrete unbounded, 2 of them as comparative beams.本文通过对20根无黏结部分预应力混凝土叠合梁(其中2根为对比梁)的受力性能,如极限承载力、裂缝宽度和变形的实验研究,在实验结果和理论分析的基础上,提出了无黏结部分预应力混凝土叠合梁承载力计算方法;结合无黏结部分预应力混凝土梁已有的研究成果,同时考虑混凝土叠合构件的二阶段受力特性,提出了与现行《混凝土结构设计规范》(GB50010—2002)相适应的最大裂缝宽度和变形计算公式。
4)steel composite beam钢叠合梁
1.The rebuilding scheme fully considers the harmony of the whole bridge with the surrounding environment, meets the planned traffic function requirements and the relative technical standards, puts forward the design of the steel composite beam structure for the main bridge and the technical measures taken for the sunk shaft foundation treat.该文在对广州市增埗大桥既有桥梁结构安全性评价的基础上,提出增埗大桥改造方案?脑旆桨赋浞挚悸亲芴逵?周围环境的协调,满足规划交通功能要求及相关技术标准,提出主桥钢叠合梁结构设计、旧桥沉井基础处理所采取的技术措施,着重分析设计的重点、难点,可供类似工程借鉴。
5)method of composite beam叠合梁法
6)overlaid reinforced concrete beams叠合圈梁
延伸阅读

叠梁闸门叠梁闸门stop log gate 根插入门槽以封闭水道孔口的闸门,也称插板(见图)。制造叠梁闸门的材料有木材、钢材和钢筋混凝土等,目前多半用在中小型水工建筑物上作为检修闸门。叠梁闸门构造简单,制作方便,但接缝较多,漏水量较大,操作也较麻烦。20世纪70年代发展了一种浮式叠梁闸门,是四周密封的箱形梁,可利用浮力减少门重,在水面上利用挂钩梁操作,较为方便。(夏念凌)叠梁闸门d ieliang zhamen叠梁闸门(stop109 gate)由若干根独立的横梁逐