剖线的英文

• cut
• hatching line
• section line

• "剖"英文翻译    cut open
• "线"英文翻译    thread; string; wire
• "锋剖线" 英文翻译 :    frontal profile
• "风剖线" 英文翻译 :    wind profile
• "横剖线" 英文翻译 :    body lines
• "剖线，标线" 英文翻译 :    line mark
• "斜剖线" 英文翻译 :    domed bulkhead
• "中剖线" 英文翻译 :    vertical center line
• "纵剖线" 英文翻译 :    buttock line (bl); buttock lines; fore-and-aft lines
• "船体纵剖线" 英文翻译 :    buttock lines
• "船尾纵剖线" 英文翻译 :    buttock lines
• "船中横剖线" 英文翻译 :    midshiline
• "船中剖线" 英文翻译 :    midshiline
• "电离层剖线" 英文翻译 :    ionospheric profile
• "风速剖线" 英文翻译 :    wind speed profile; wind velocity profile
• "佛克特剖线" 英文翻译 :    voigt profile
• "横剖线族" 英文翻译 :    tribe of body lines
• "洪峰剖线" 英文翻译 :    crest profile
• "纽形剖线" 英文翻译 :    retrosection
• "平均纵剖线" 英文翻译 :    mean buttock
• "剖线边沿" 英文翻译 :    bank of a cut
• "剖线的正边" 英文翻译 :    positive edge of cross cut
• "剖线问题" 英文翻译 :    cutting problem
• "前体纵剖线" 英文翻译 :    bowline
• "趋势剖线" 英文翻译 :    tendency profile

• Tribe of buttock lines
  纵剖线族
• Tribe of body lines
  横剖线族
• Bank of a cut
  剖线边沿
• By using the standard deviation method , the scaling properties described by the local fractal dimension d and crossover length tc of 48 measured landform profiles in different direction of 6 different studied landform sections are calculated
  负反馈机制表现的越明显；对于以构造沉降作用为主的盆地区而言，各个方向的地形剖线的分维值均显示出小于1 . 5的正反馈机制。
• After that , the multifractal spectra dq - q are computed by fixed - mass method . the results show that in the studied scaling range different types of landscapes and profiles in different directions perform different fractal properties , that is , the d value and crossover length ^ decrease in turns with the landform type from high - moutain , mid - low mountain to basin , and the profile parallel to wear grooves often has lower d values ( < 1 . 5 ) than those perpendicular to wear grooves do ( 1 . 5 ) in the same section
  提出以地貌分形特点和渡越长度为依据的地貌层次界定方案，研究指出了5km左右应为宏观临界点：不同构造地貌区、不同取向的剖线的多重分形谱值域范围宽窄表现出中低山区高山区盆地区，垂直构造地貌斜坡方向斜交方向平行方向的特点，表明了内外营力作用的不均匀性和方向性。
• In this paper , the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation , taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing , from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7 . 5m in height for track traffic 20m below the surface . this paper , taking considerations of three different states , i . e . the natural state without any artificial interference , the state of high - rise buildings on the surface , and the underground tunnel state with excavation for track traffic , and four plane lines and four vertical lines , analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph , displacement distribution graph ( ux , uy ) and chromatogram graph of stress isoline ( 1 , 2 , xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1 , 2 , xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1 , 2 , xy ) of the same plane and vertical lines under different states , wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future
  本文结合重庆市大渡口区“三木花园”开发建设项目，从地下空间静力结构稳定性分析角度出发，针对在该项目中涉及的高层和多层建筑物以及在其地下20米处开挖了一个用于轨道交通的跨度6米，高7 . 5米的地下隧道这一具体工程情况，采用2d - 3d -有限元结构分析程序对高层与多层建筑物的地基基础及其与城市轨道交通使用的地下隧道围岩的应力与位移演变规律进行了有限元数值分析计算，探索了地下空间围岩与高层或多层建筑物地基基础之间的相互影响，通过考虑未受到任何人为扰动影响的天然状态、地表存在多层或高层建筑物状态和地下开挖用于轨道交通的地下隧道状态等三种不同状态以及4个水平剖线和4个垂直剖线等不同情况，从以下几个方面具体分析研究了计算断面的应力与位移分布规律： ( 1 )在各种不同状态下计算断面的主应力矢量图、位移分布图( ux 、 uy )以及应力等值线色谱图( _ 1 、 _ 2 、 _ ( xy ) )等； ( 2 )相同状态下不同水平与垂直剖线的应力_ 1 、 _ 2和_ ( xy )对比分布曲线； ( 3 )不同状态下相同水平或垂直剖线的应力_ 1 、 _ 2和_ ( xy )的对比分布曲线等，为今后在对地下空间的开发利用以及在高层建筑物地下开挖硐室时的工程设计和工程施工提供参考依据。
• Furthermore , the dq value ranges of profile multifarctal spectra in different landform types and in different directions of the same sections perform different properties and anisotrpies . it can be concluded that the landscape fractal properties depends closely on the int ensity , manner and inhomogenity of exogenic and inogenic processess , and with the properties , we can study quantatively the dynamic geomorphic process . by using the same methods just above , local fractal dimensions d , crossover length tc and the multifractal spectra dq - q of two large - scale landform profiles ( across and along tianshan mountain ranges respectively ) are calculated . the results show that in the studied scaling range the two profiles perform different scaling properties , and both of them can be divided to three evident different linear scaling subsections
  不同类型地貌区二维地貌表面也表现出多度域分形特征，而且随着观测尺度的增加，每个区间的分维值均表现为依次减小，表明外营力作用的影响逐渐被内营力作用所取代：不同类型地貌区在相应区间的分维值表现为高山区中低山区盆地区，体现了不同类型地貌表面粗糙性或复杂性的差异，因此分维值大小可作为地貌表面外营力侵蚀作用强度的重要指标：利用标度区的间断点和各种地貌类型表面分维值或宏观效应趋于一致，提出5 - 6km左右可作为地貌的宏观临界点，并且与利用地貌剖线研究所得到的5km这一数值是基本吻合的。