有效缆长,effective length of drag line
1)effective length of drag line有效缆长
2)effective column length有效柱长
3)effective furnace length有效炉长
4)effective length有效桩长
1.The simplified calculating method ofeffective length of the flexible pile in the compound foundation;柔性桩复合地基有效桩长的简化计算方法
2.Discussion of several problems abouteffective length of foundation pile;基桩有效桩长几个问题的探讨
3.Determination ofeffective length of a common pile in deep overlay soil layers with secant rigidity of pile;按桩的割线刚度确定深厚覆盖土层中普通桩有效桩长
英文短句/例句
1.Cement Power-sprayed Piles Reinforcement of Freeway Soft Foundation Mechanism and Effective Pile Length Analysis;粉喷桩加固高速公路机理与有效桩长分析
2.The Geology Feature and Effective Length for Single Piles in Huzhou Region湖州地区工程地质特性及单桩有效桩长研究
3.The reflection of the disposal of the insufficient effective length of static pressure pipe pile in a new secondary school projects对某新建中学工程处理静压管桩有效桩长不足问题的反思
4.Determination of Efficient Pile Length in Treatment of Road Weak Soil Subgrade in Riverside Area滨海新区道路软土地基处理中有效桩长的确定
5.Three-dimensional Non-linear Finite Element Analysis of the Pile-Group Effect for Large-diameter and Super-long Pile-Group Foundation;大直径超长钻孔灌注桩群桩效应的三维非线性有限元分析
6.Application of FLAC~(3D) to Analysis of Effect of Very Long Group PilesFLAC~(3D)在超长桩群桩效应分析中的应用
7.Model Test of Vertical Bearing Capacity for Super-long Pile Group超长群桩竖向承载群桩效应模型试验研究
8.Strengthening effect of total pile lateral friction by improving rock or soil strength at pile tip桩端岩土强度提高对超长桩桩身总侧阻力的强化效应研究
9.Analysis and Simulation of Soil Arching Effects on Anti-slide Piles;抗滑桩桩间土拱效应及其有限元模拟研究
10.FEM Analysis for Consolidation Behavior of Composite Foundation with Long-short-piles;长短桩复合地基固结性状有限元分析
11.Effective Stress Analysis of Seismic Responses of Pile Groups in Liquefiable Soils;液化场地群桩地震响应有效应力分析
12.FEA of Double-row Piles Considering the Dimension Effects;考虑尺寸效应的双排桩的有限元分析
13.Finite Element Analysis of Time Effect to Negative Skin Friction of Piles基桩负摩阻力时间效应的有限元分析
14.Three-dimensional Non-linear Finite Element Analysis of the Settlement of Pile Group Foundation Composed of Large-diameter and Super-long Piles;大直径超长灌注桩群桩基础沉降的三维非线性有限元分析
15.Strengthing Effect Analysis of Side Friction of Dry Jet Mixing Pile Composite Foundation by Finite Element Method;粉喷桩复合地基桩侧摩阻力强化效应有限元分析
16.The Finite Element Analysis of Mandibular Anterior Teeth Roots with Different Length Restored with Post-and-core Crown;下前牙不同长度残根桩核冠修复的有限元研究
17.Nonlinear Finite Element Analysis of Super-long Pile and Soil Interaction超长桩与土共同作用性状非线性有限元分析
18.Study on Settlement Behavior of the Long-short-pile Composite Foundation by FEM Analysis长短桩复合地基沉降有限元分析与探讨
相关短句/例句
effective column length有效柱长
3)effective furnace length有效炉长
4)effective length有效桩长
1.The simplified calculating method ofeffective length of the flexible pile in the compound foundation;柔性桩复合地基有效桩长的简化计算方法
2.Discussion of several problems abouteffective length of foundation pile;基桩有效桩长几个问题的探讨
3.Determination ofeffective length of a common pile in deep overlay soil layers with secant rigidity of pile;按桩的割线刚度确定深厚覆盖土层中普通桩有效桩长
5)effective length有效长度
1.In this paper,we made some theoretical analysis ofeffective length of radiant heat transfer based on the zone method of three dimensional radiant heat transfer problem in the furnace.采用有效长度概念进行区域法辐射换热数值计算时 ,可以使计算工作量大大减少 ,也可以为快速计算提供理论方面的依据 。
2.Based on the systematic optimisation, a new method for determiningstorage siding number andeffective length of herringbone tracks isobtained.本文阐述在主调车场内设置箭翎线时，分段存车线数量及有效长度计算，以系统优化为基础提出新的方法和结论建议，使箭翎线设计更为合理有效。
3.The stress field,saturated stress,stress transfer efficiency andeffective length in carbon nanotubes(CNTs) reinforced polymer composites were analyzed based on the three-phase concentric cylindrical shell model along with shear-lag arguments.采用三相同轴柱壳剪切滞后模型,分析含有界面层的碳纳米管复合材料中的应力场、饱和应力和应力传递效率以及碳纳米管的有效长度。
6)effective length of pile有效桩长
1.The result shows that axial stress of Pile takes on degression along with deepness and the effective length of Pile is influenced by replacement-ratio.采用一工程实例,运用粉喷桩单桩复合地基模型和2D-σ有限元分析软件,对粉喷桩单桩复合地基工作性状进行了分析,研究了桩土模量比、面积置换率对粉喷桩有效桩长的影响。
2.Andit is not realistic to have a batch test in order to obtain theeffective length of piles because the test is very difficult and the test cost is great.大直径超长桩在大型桥梁和高层建筑中得到了越来越广泛的应用,但实际工程中往往会出现桩越来越长的现象,有时桩太长会造成浪费,且不科学,所以有必要研究大直径超长桩的有效桩长问题。
3.Optimization of specific example is done and theeffective length of pile and effective distance of pile are worked out at the same time .以ANSYS为工具 ,对复合地基进行数值试验 ,得出桩长、桩距与沉降的关系曲线 ,证明复合地基中存在有效桩长和有效桩距 ,并对具体实例利用ANSYS的优化设计功能算出了有效桩长和有效桩距 ,为了检验有限元计算结果的可靠性 ,对粉喷桩复合地基模型的P S曲线的计算值与现场实测值进行了比
延伸阅读
到发线有效长可供停留列车而不妨碍邻线行车或调车的那部分到发线的长度。它是决定一条铁路线路上的列车长度的主要铁路工程技术标准之一。到发线有效长起止点有：线路警冲标、道岔尖轨始端（无轨道电路时）或道岔基本轨接缝绝缘节（有轨道电路时）、出站信号机柱或调车信号机柱、车挡（到发线按尽头式布置时）。下图为到发线有效长起止点示意图。一条铁路线路旅客列车和货物列车的到发线有效长取决于该线所属铁路等级、输送能力、地形条件等因素，同时也与相邻线路到发线有效长有关。各国采用的铁路货物列车到发线有效长不一，如美国和加拿大采用1900～2500米；欧洲各国采用500～600米；苏联采用 720～1250米；印度采用670～730米;日本采用500～600米;中国铁路采用的标准有1050、850、750、650和550米，根据铁路等级选用。各国采用的铁路旅客列车到发线有效长也不同,市郊旅客列车一般采用400米，城际间列车则采用650米。目前,中国铁路旅客列车通常编挂12～14辆，到发线有效长一般为450～500米,正在逐步发展到600米。
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