立模的英文

• erection of formwork
• formwork erection

• "模"英文翻译    mould; pattern; matrix
• "立模板" 英文翻译 :    erection of forms; shuttering
• "成组立模法" 英文翻译 :    set-mould method
• "独立模块" 英文翻译 :    standalone module
• "独立模块化" 英文翻译 :    independent modularity
• "独立模块局" 英文翻译 :    independent module exchange
• "建立模型" 英文翻译 :    making models
• "立模测量" 英文翻译 :    formwork uprighting survey
• "立模工具" 英文翻译 :    formwork tool
• "直立模造机" 英文翻译 :    vertical molding machines
• "柱体立模" 英文翻译 :    column forming
• "自立模拟" 英文翻译 :    self-contained simulation
• "建立模式数据" 英文翻译 :    create pattern data
• "程式独立模组性" 英文翻译 :    programatics
• "程序独立模块性" 英文翻译 :    program-independent modularity
• "独立模块化程序设计" 英文翻译 :    independent modularity programming
• "独立模型法空中三角测量" 英文翻译 :    independent model aerial triangulation， aerotriangulation by independent model
• "独立模型法区域网平差" 英文翻译 :    block adjustment using independent model method
• "模型建立模块, 模型化模块" 英文翻译 :    model building module
• "独立模型立体空中三角测量" 英文翻译 :    independent model stereo-triangulation
• "混凝土板成组立模制作方式" 英文翻译 :    battery type
• "肩肘倒立模拟跨栏动作练习" 英文翻译 :    inverted hurdling
• "两面立模浇灌混凝土施工法" 英文翻译 :    side form paving
• "立命馆亚洲太平洋大学" 英文翻译 :    apu
• "立命馆大学" 英文翻译 :    bkc; ritsumeikan university
• "立命馆" 英文翻译 :    ritsumeikan

• Optimum level of construction completion on global optimization is not only the evaluating indicator but the critical factor in construction control
  经过全局优化的最优施工完成度不单是一个评价指标，而且是施工控制中的关键因素；采用全局优化思想对施工过程中的立模标高进行控制。
• Based on the existing research achievement , the paper take the elevation of formwork as the objective vector for ann , and raises the construction calculation and control method of objective vector
  借鉴现有的研究成果，确定以立模标高为神经网络的目标矢量，提出了目标矢量的组成、计算和调控方法。
• Applying a spatial nonlinear fem modeling , the actual cantilever construction process of the cable - stayed bridge concrete girders was simulated , the tension forces of cables and the initialize heights of girders during construction are obtained respectively
  运用空间非线性有限元分析模型，模拟了混凝土斜拉桥主梁的悬臂浇筑过程，求出各施工阶段斜拉索的初始张拉力和主梁节段的立模标高。
• Furthermore , in control part , it owns analysis functions of design ( construction ) completion reasonable states and design ( construction ) segmental reasonable states , elevation of form erection or installation , simulation analysis , foresight of alarm and generalized optimization , among which , design of foresight of alarm will break through the difficulty of non - synchronism of
  在控制模块中，具有设计(施工)结构合理状态、设计(施工)节段合理状态、立模(或安装)标高、仿真分析、预警及广义优化等多种功能模块。尤其对预警设计，率先解决了强度和稳定性不同步的问题，确保施工过程的强度、稳定性安全。
• At the finishing of this paper , the effective identification of designing factors is done and the setting elevation and the cable tension force in next stage are forecasted according to the situation of finished beams . through the forecasting , the constructing state is in coincidence with the designing state . during the bridge construction process , the value of designing parameters are made close to the construction state by means of data collections , optimal controls and detailed analysis of different reasons that caused errors
  最后，根据施工的实际状态对设计参数进行了有效的识别，并利用灰色理论与预测控制相结合的方法，根据已浇梁段的实际状况对下一施工梁段的立模标高和斜拉索张拉索力进行预测，使施工过程中的受力状态与已确定的合理施工状态达到一致。
• Further more , with the reference of testing information , the paper analyzed the traveler construction technique , obtained the guy rope stress and the front - end bottom mark of traveler for each step . using fem theory and large general - purpose program ansys , the paper discussed the cable - stayed bridge space stress characteristic and the relationship between several main design parameters
  以此为基础，参照试验资料，详细分析了斜拉桥施工中挂篮的施工工艺，及其各个状态下的受力情况，得出在各个阶段挂篮牵索的索力值及挂篮前端各个工况的主梁底立模标高。
• The optimization model of the cable tensile force is established , resolving the ideal finished state of considering syntheticly the requirement including the dead load , active load and presress of structure , meanwhile , providing a forward - calculating method for determining the rational construction state on the foundation of the optimization model . on the other hand how to determine and adjust the important parameter , the cable midst tensile forces and the main feam form setting levels in constructing cable - stayed bridge , has also been analyzed , besides , the corresponding calculation method is introduced and applied to the actual construction controlling of xian tao han jiang highway bridge well
  本文以仙桃汉江公路大桥为工程背景在斜拉桥设计计算方面进行了的研究，建立了斜拉桥索力优化模型，一方面解决了能综合考虑结构恒载、活载及预应力等多方面因素的理想成桥状态确定问题；另一方面在确定合理施工受力状态问题上提出了一套以索力优化模型为基础的正装计算法。同时对斜拉桥施工中关键参数斜拉索中间索力和主梁立模标高的确定和调整做了进一步的分析，提供了相应的计算方法，并应用于仙桃汉江公路大桥施工控制过程中，取得了良好的效果。
• Therefore , it is necessary to get temperature mode and its effect on the stress and the line deformation in one region of our country by theories and experiments . it can be used in the bridge design , which makes a reasonable time to construct , sprinkle concrete and control appropriate temperature on key constructing processes
  因此，有必要通过实验和理论等研究工作，得到合适于我国或某一地区的大跨度pc连续梁桥的温度场分布规律及其温度效应，可以用于指导设计，确定施工立模及混凝土浇注的合理时机，对关键的施工工序进行适当的温度控制。
• According to the characteristic of ann itself and the complexity of factors which influence the elevation , the paper analyses the influence aspects of ann . on the promise of bridge construction precision , the paper raise determining principle and method for neural network ' s import vector in bridge construction process
  根据神经网络自身的特点，以及桥梁立模标高影响因素的复杂性，对神经网络影响因素进行分析，在满足桥梁施工精度的前提下，提出了在实桥施工过程中神经网络输入矢量的确定原则和方法。