连续结合梁,continuous composite beam
1)continuous composite beam连续结合梁
1.Analysis on responses ofcontinuous composite beamsin high-speed railways;高速铁路连续结合梁的响应分析
2.Using prestressed measures to deal with negative moment area of thecontinuous composite beam;用预应力措施处理连续结合梁中负弯矩区
3.The reliability calibration ofcontinuous composite beams shows that to acontinuous composite beam designed as composite section classes Ⅰ and Ⅱ and with 2 to 4 spans,its reliability,as a system,does not meet the requirement of EC1(Eurocode 1) even though all sections are designed according to EC 4(Eurocode 4) and have a reliability index greater than or equal to 4.通过校验由等级Ⅰ,Ⅱ结合梁截面组成的2~4跨连续结合梁体系的可靠度发现,即使连续结合梁的各截面均按欧洲规范EC 4(Eurocode 4)设计,且各截面的可靠度指标满足欧洲规范EC1(Eurocode 1)不小于目标值4。
英文短句/例句
1.Research on Structure Performance of Steel and Concrete Composite Curved Girder Bridge曲线钢—混凝土连续结合梁桥结构性能研究
2.Construction Technology of Steel-concrete Continuous Beam in Railway Passenger Line铁路客运专线钢-混连续结合梁(双线)施工技术
3.Discussion on Prestress Dealing with Negative Moment Area in the Continuous Combination Beam用预应力处理连续结合梁中负弯矩区的探讨
4.Study on Bearing Capacity of Twice-prestressed Composite Structure Continuous Beam;二次预应力组合结构连续梁承载力试验研究
5.Structural Behavior Analysis for a Bridge with Composite System of Continuous Rigid Frame-arch某连续刚构—拱组合体系桥梁结构性能分析
6.Techniques of Internal Force Adjustment for Steel and Concrete Composite Continuous Girders钢-混凝土组合结构连续梁内力调整技术
7.Design of Continuous Beam and Arch Combination Bridge of Qinghai-Tibet Railway for Crossing Lhasa-Gongga Highway青藏铁路跨拉贡公路连续梁-拱组合结构桥设计
8.Construction technology of steel concrete combination continuous beam for a long-span bridge crossing railway by dragging method拖拉法跨铁路特大桥钢砼结合连续梁施工技术
9.Structural Behaviour of Continuous Composite Beams with Deformable Shear Connectors具有可变形剪切连接件的连续复合梁的结构行为(英文)
10.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
11.Research on Prestressing Effect of Externally Prestressed Steelbox-concrete Composite Continuous Beam Bridge;体外预应力钢箱—砼结合连续梁桥预应力效果研究
12.Structure Design and Finite Element Analysis of the Prestressed Continuous Concrete Box-Girder with Corrugated Steel Webs;波形钢腹板PC组合连续箱梁桥的结构设计与有限元分析
13.The Calculation and Research on Prestressed Loss of Long Span Rigid-continuous Composite Beam Bridge;大跨径刚构—连续组合梁桥结构计算与预应力损失研究
14.Theoretical and Experimental Investigation of Unbonded Prestressed Continuous Steel-Concrete Composite Beam无粘结预应力钢—混凝土组合连续梁理论与试验研究
15.Mechanical Analysis and Structural Design Research of Continuous Concrete Bridge Asphalt Pavement混凝土连续梁桥沥青铺装应力分析与结构组合研究
16.Overall Design and Construction Scheme of Continuous Beam Shaped Arch Combined Structure of Qingyang Bridge in Shanggao上高青阳大桥连续梁异形拱组合结构总体设计及施工方案
17.Influence of Structural Internal Force Caused by Different Closing Order of the Pretressed Concrete Continunous Beam Bridge预应力混凝土连续梁桥合龙顺序对结构内力的影响分析
18.Study on Closure Proposal for Tie Beam Bridge with Combination of Continuous Rigid Frame连续—刚构组合体系梁桥合龙方案研究
相关短句/例句
steel-concrete continuous beam钢-混连续结合梁
1.Xiangchuhe bridge uses double linesteel-concrete continuous beam crossing Chuhe river,and its span is 32m+40m+32m.新建铁路西安南京线合肥至南京工程襄滁河特大桥采用双线钢-混连续结合梁(直线)跨越滁河,其跨度组合型式为32m+40m+32m,主跨为40米跨滁河主河道。
3)continuous truss composite bridge连续钢桁结合梁桥
1.Relationship between load bearing and stiffness of floor system incontinuous truss composite bridge;连续钢桁结合梁桥桥面系受力状态及与桥面系刚度的关系
2.The effect factor and improving method of the mechanical state of the floor system in a negative moment area of acontinuous truss composite bridge;连续钢桁结合梁桥负弯矩区桥面系受力影响因素和改善方法研究
4)continuous steel-concrete composite beam bridge连续钢-混凝土结合梁桥
1.Method to treat with negative moment regions ofcontinuous steel-concrete composite beam bridge;连续钢-混凝土结合梁桥负弯矩区处理方法研究
5)continuous beam arch combination structure连续梁拱组合结构
1.Determination of stretching force of flexible suspension rod incontinuous beam arch combination structure;连续梁拱组合结构柔性吊杆张拉力的确定
6)double continuous steel-concrete composite beam钢-混双面结合连续梁
延伸阅读
非结合环与非结合代数非结合环与非结合代数on-associative rings and algebras非结合环与非结合代数【珊心胭仪妇柱视血娜.d alge-b旧s;。eaceo””姗.oe.二、双a.幼。6P。」具有两个二元运算+与，，除了可能不满足乘法结合律外，满足结合环与代数(a洛。clati记nn邵and目罗b璐)之所有公理的集合.非结合环与代数的第一批例子出现在19世纪中叶，是不结合的(Ca外呀数(c盯触yn山n1比IS)和更一般的超复数(h”姆rComp恤nUmber)).给定一个结合环(代数)，如果用运算〔a，bl二ab一ba代替原有的乘法，其结果是一个非结合环(代数)，这是个Lie环(代数).另一类重要的非结合环(代数)是Jo攻lan环(代数)，它们可由在特征非2的域(或有1和1/2的交换的算子环)上的结合代数中定义运算a·b=(ab+ba)/2得到.非结合环与代数的理论已经发展成代数学的一个独立分支，展现出与数学的其它领域以及物理学、力学、生物学及其他学科的许多联系.这个理论的中心部分是熟知的拟结合环和代数(n比ly一别粥戊泊石wn刀乡缸记a】罗bras)的理论，它们有:Lie环和珠代数，交错环和交错代数，北攻坛幻环与Joltlan代数，MaJ几哪B环和Ma月五U口B代数，以及它们的某些推广(见Ue代数(Lieal罗bra);交错环与代数(司加叮必tiverm邵alld目罗b挑);J加止川代数(Jo攻协nal罗bIa);M幼城e。
