无鞍基,Without Base英语短句,例句大全

无鞍基,Without Base
1)Without Base无鞍基

英文短句/例句

1.Future Prospects of Clinical Application for Modified Removable Porcelain Denture without Base改良式无鞍基烤瓷可摘义齿临床应用前景
2.Anshan Simulation Idle Work Electric Power Market Compensates Which Based on the Optimization基于优化补偿的鞍山模拟无功电力市场
3.The Development of the Top Distribution Mathematical Model on Ansteel鞍钢无料钟布料数学模型研制与应用
4.Experience of Transabdominal Preperitoneal Space Tension-Free Repair for Inguinal Saddle Hernia腹膜前间隙无张力修补马鞍疝的体会
5.THE EXAMPLE OF ANCHOR BOLTS STRUCTURE 1780 IN ANSHAN STEELWORKS鞍钢1780工程基坑锚杆支护施工实践
6.Saddlepoint approximation of Creditrisk~+ Basing on Severity Variation;基于损失程度变化的CreditRisk~+的鞍点逼近
7.Investigation and Analysis of the Basic Circumstances on Maanshan Enterprise Reform;马鞍山市企业改革基本状况调查分析
8.Sensitivity assessment of soil and water loss in Anshan based on GIS基于GIS的鞍山市水土流失敏感性评价
9.APPLICATION PRACTICE OF EXCHANGE FURNACE SYSTEM WITH NO FLUCTUATION IN ANGANG鞍钢热风炉无波动换炉系统的应用实践
10.The prolene hernia system in tension-free repair of inguinal saddle hernia:Retrospective analysis of 41 casesPHS在腹股沟马鞍疝无张力修补41例分析
11.The Choice of Tension-Free Hernioplasty in the Treatment of Inguinal Saddle Hernia腹股沟马鞍疝无张力疝修补手术方式的选择
12.The pituitary was compressed to become flat and close to the bottom of the saddle; The signal of pituitary was of no change;垂体受压变扁紧贴于鞍底,受压垂体信号无异常改变,垂体柄延长直达鞍底。
13.The basic exercises on the pommel horse include the undercut, double leg circles and scissors.鞍马的基本练习包括:异侧摆越，双脚全旋和交叉。
14.A Study on the Government Management Functions in Mapping Industry-citing Anshan City as an Example基于鞍山市的我国政府测绘管理职能研究
15.Foundation Location Difficulties Analysis of Wuyi Road Overpass Middle Pier in Anshan鞍山市五一路立交桥中墩基础定位难点解析
16.Application of New Technology in the Revamping Project of AISC Semi-tandem Rolling Mill Plant鞍钢半连轧改造工程中基建部分新技术的应用
17.ARCHEAN META-VOLCANICS AND ITS RELATION TO Au-MINERALIZATION鞍本地区太古代变基性火山岩与金矿化
18.Deformation Analysis of Soft Soil Sub-grade on Maanshan-Wuhu Expressway;马鞍山—芜湖高速公路软土路基变形分析

相关短句/例句

barebacked[英]['b??b?kt][美]['b?r,b?kt]无鞍的
3)basal glabellar lobe头鞍基叶
4)zero cable saddle pre-bias无索鞍预偏
1.In order to solve calculation problem of main cable control parameters such as cable initial construction state and initial elevation in zero cable saddle pre-bias design of suspension construction,ANSYS program was used to building whole bridge finite analysis model.针对采用无索鞍预偏施工设计的悬索桥施工控制中主缆空缆状态、空缆标高等控制参数的计算问题,使用有限元程序ANSYS全桥统一建模,从link10单元初应变调整和单元生死功能入手,寻找结构的成桥内力状态,并从成桥状态出发,倒退至结构空缆,对应无索鞍预偏施工方法的空缆状态定义,调整结构受力,最终得到空缆状态的结构线形及内力参数。
2.According to zero cable saddle pre-bias idea of suspension construction, the combined method between analysis iteration method based on cable mechanics and FEA method based on finite displacement theory are introduced in this paper.根据无索鞍预偏的悬索桥施工设计思想，利用基于悬索力学的解析迭代法与基于有限位移理论的有限元法相结合，通过通用有限元程序和自编解析程序的计算，系统地进行了采用无索鞍预偏施工方法的悬索桥在施工中的主索下料长度、空缆状态及空缆标高、加劲梁吊装阶段的主塔受力和变形及锚跨索股张拉时机与张拉量等控制参数的仿真计算；利用ANSYS程序和有限位移理论在悬索桥施工仿真应用时解的延续性和可逆性，从link10单元初应变调整入手，放弃初始状态试算的大循环迭代方法，建立了利用通用程序从结构成桥状态倒退到初始状态的有效方法；同时针对悬索桥施工期主塔受力的不利情况，提出了施工期考虑主缆作用的主塔稳定实用分析方法和采用钢弦应变计进行主塔应力实测的有效方法；本文还进行了基于该施工方法的施工监测和控制方法的研究，建立了控制流程体系。
5)non-pre-bias of cable-saddle索鞍无预偏
1.Temperature effect on suspension bridge with non-pre-bias of cable-saddle;索鞍无预偏施工悬索桥主缆的温度效应
6)non-saddle-point game无鞍点对策