1)shrinkage and creep收缩徐变
1.Finite element method and application for the shrinkage and creep of concrete bridges;混凝土桥梁收缩徐变计算的有限元方法与应用
2.Effect of shrinkage and creep of concrete on curved steel-concrete composite box girder bridges;混凝土收缩徐变效应对曲线钢-混凝土箱形结合梁桥的影响
3.Analysis on shrinkage and creep for reinforced concrete column钢筋混凝土柱收缩徐变分析
英文短句/例句
1.Experimental Research on Shrinkage and Creep of Prestressed Steel Reinforced Concrete;预应力型钢混凝土收缩徐变试验研究
2.Analysis of Shrinkage and Creep Effect for Long-Span Rigid Frame Bridges with High Piers高墩大跨连续刚构桥的收缩徐变效应分析
3.Research on Construction Control for PC Continuous Rigid Frame Bridges and Analysis of Creep and Shrinkage Effect;连续刚构桥施工监控与收缩徐变效应分析
4.Test Research on Shrinkage and Creep of Concrete Filled Steel Tubes on Long-span Arch Bridge;大跨度钢管混凝土拱桥收缩徐变性能研究
5.Effect of Shrinkage and Creep on Self-Anchored Suspension Bridge;混凝土收缩徐变对自锚式悬索桥的影响分析
6.High Performance Concrete Mix Proportion and the Effect of Shrinkage and Creep高性能混凝土配合比及收缩徐变效应研究
7.Shrinkage and Creep Analysis of Mega Vertical Members Based on Model B3基于B3模型的巨型竖向构件收缩徐变分析
8.Analysis of the Effects of Shrinkage and Creep on the Finished State of Cable-Stayed Concrete Bridges收缩徐变对混凝土斜拉桥成桥状态的影响分析
9.Study on Shrinkage and Creep of Core Tube of Guangzhou New TV Tower during Construction Stage广州新电视塔核芯筒施工阶段收缩徐变的研究
10.Experimental study on concrete creep and shrinkage under nonstandard environment非标准条件下混凝土收缩徐变试验研究
11.Analysis of Shrinkage and Creep Effect of Simple-Supported-to-Continuous Long Span Box Girder Bridges大跨径简支转连续箱梁桥收缩徐变效应分析
12.Effect of shrinkage and creep of concrete on transition of continuing bridge system混凝土收缩徐变对连续桥梁体系转换的影响
13.Analysis on Shrinkage and Creep of Guangzhou New TV Tower Core Tube in Construction广州新电视塔核心筒施工阶段收缩徐变研究
14.Shrinkage and creep effects of long-span simple-supported-to-continuous box girder bridge大跨径简支转连续箱梁桥收缩徐变效应
15.Experimental study on the influence of steel on high-strength concrete creep and shrinkage配筋对高强混凝土收缩徐变影响的试验研究
16.Analysis of Shrinkage and Creep Secondary Internal Forces in Continuous Prestressed Concrete Composite Girder Bridges预应力混凝土连续组合梁桥的收缩徐变次内力分析
17.Experimental Research and Effect Analysis for Shinkage and Creep of Concrete to Continuous Beam Bridge;连续梁桥的混凝土收缩徐变试验研究及效应分析
18.Research on Creep and Shrinkage Mechanism Analysis of High-Speed Railway Long-span PC Continuous Beam Bridge;高速铁路大跨度预应力混凝土连续梁桥的收缩徐变机理研究
相关短句/例句
creep and shrinkage收缩徐变
1.The creep and shrinkage of concrete in concrete filled steel tubular(CFST)arch bridge was simulated by finite element method(FEM).采用大型通用有限元软件ANSYS计算钢管混凝土拱桥拱肋混凝土的收缩徐变量值,将计入混凝土收缩徐变前后的拱桥内力与应力值进行比较,分析混凝土收缩徐变对结构变形的影响,得出了钢管混凝土拱桥收缩徐变的规律:混凝土的收缩徐变使钢与混凝土之间的内力与应力发生了明显改变,引起钢管应力增加,混凝土应力减
2.The influences of dead weight of structure,temporary load,structural stiffness,creep and shrinkage in concrete effect on finished dead state of hybrid girder cable-stayed bridge were analysed.以广州东沙大桥独塔边跨带辅助墩的混合梁双索面斜拉桥为例,采用对比分析的方法,定量分析结构自重、临时荷载、结构刚度、混凝土收缩徐变这些因素对混合梁斜拉桥成桥状态的影响。
3)creep and shrinkage徐变收缩
1.It is difficult to predict long-term deflection of cracking concrete members,steel ratio,magnitude of load,creep and shrinkage effect are all the important factors which affect long-term deflection of members.开裂混凝土构件的长期挠曲变形难以预测,配筋率、荷载大小及徐变收缩效应均是影响构件长期挠曲变形的重要因素。
2.Formulas are deduced to calculate creep and shrinkage stresses of reinforced concrete beams based on creep transformed-section method,and creep coefficients of plain concrete are obtained according to two years test on concrete columns.基于徐变换算截面法推导了钢筋混凝土梁徐变收缩引起的截面应力计算公式,根据混凝土柱体2年试验观测,得到了素混凝土的徐变系数。
3.Based on the inductive analysis to theories, aimed at perfection to software development, the paper expands three modules to the bridge software BridgeMaster about to be developed--data input system, creep and shrinkage analysismodel and pre-stress analysis model.本文以理论归纳分析为基础,以软件开发完善为目的,对拟开发的桥梁软件Bridge Master扩充了三大模块——数据输入系统、徐变收缩分析模块及预应力分析模块。
4)creep and shrinkage of concrete砼收缩、徐变
5)shrinkage and creep收缩和徐变
1.With each construction stage possibly occurred shrinkage and creep, the boundary constraints increasing or decreasing, prestress tendons tensioning and system conversion etc, the structure geometric linear and stress states also in change.对箱梁悬臂施工阶段、结构体系转换等典型工况进行分析;建立大桥理想对称施工有限元模型,与实际不对称施工仿真计算结果作对比,研究混凝土收缩和徐变、不对称。
6)shrinking and gradual changing effect收缩徐变效应
1.Research of large span bridge shrinking and gradual changing effect;大跨桥梁收缩徐变效应研究
延伸阅读
和徐商贺卢员外赐绯(一作和徐相公贺襄阳徐【诗文】:云雨轩悬莺语新,一篇佳句占阳春。银黄年少偏欺酒,金紫风流不让人。连璧座中斜日满,贯珠歌里落花频。莫辞倒载吟归去,看欲东山又吐茵。【注释】:【出处】:全唐诗:卷584-2