矩阵位移法的英文

• matri displacement method
• matrix displacement method

• "矩阵"英文翻译    matrix; array
• "位移"英文翻译    displacement; shift; drift; ...
• "法"英文翻译    law
• "位移法矩阵产生器" 英文翻译 :    displacement method matrix generator，dmmg
• "位移法矩阵发生器" 英文翻译 :    dmmg displacement method matrix generator
• "弹塑性矩阵位移分析" 英文翻译 :    elasto-plastic matrix displacement analysis
• "位移法" 英文翻译 :    deflection method; di lacement method; displacement method
• "爆破位移法" 英文翻译 :    blasting displacement method
• "单位位移法" 英文翻译 :    unit displacement method
• "等位移法" 英文翻译 :    constant displacement method
• "定位移法" 英文翻译 :    constant displacement method
• "角变位移法" 英文翻译 :    slope deflection method; slope-deflection method
• "节点位移法" 英文翻译 :    method of separate joint displacement
• "零点位移法" 英文翻译 :    zero-shifting technique
• "特征位移法" 英文翻译 :    eigen displacement method
• "位移法则" 英文翻译 :    displacement law
• "虚位移法" 英文翻译 :    method of virtual displacement
• "逐次位移法" 英文翻译 :    successive displacement method
• "阵位" 英文翻译 :    position
• "拉姆标度位移法" 英文翻译 :    lamm scale method
• "初位移矩阵" 英文翻译 :    initial displacement matrix
• "大位移矩阵" 英文翻译 :    large displacement matrix
• "位移矩阵" 英文翻译 :    di lacement matrix; displacement matrix; shift matrix
• "位移变换矩阵" 英文翻译 :    displacement transformation matrix
• "应变位移矩阵" 英文翻译 :    strain displacement matrix

• A matrix displacement method of curved grids
  圆弧交叉梁系的矩阵位移法
• Matri displacement method
  矩阵位移法
• Combined with the structure stiffness method , sacb ( structure analysis program of curved bridge ) is compiled in the environment of visual basic 6 . 0
  结合结构矩阵位移法的基本思路，用visualbasic6 . 0编制了曲线梁桥结构分析程序sacb ( structuralanalysisprogramofcurvedbridge ) 。
• Based on matrix displacement method for arch structure and fiber element method for concrete - filled steel tube arch bridge , the solid - beam method for concrete - filled steel tube arch bridge was presented
  摘要本文结合拱结构计算的矩阵位移法和钢管混凝土拱桥分析的纤维单元法，特提出钢管混凝土拱桥计算的实体梁单元法。
• In this paper , based on analyzing the matrix displacement method and the transfer matrix method , the author combined them to form a new method , which called matrix mixed method , and then used this method to calculate the internal force and displacement of skew bridges
  本文在分析了矩阵位移法和传递矩阵法的理论基础上，将二者组合而成矩阵混合法，并应用于斜交格栅结构的内力与变形分析计算中。
• When analyzing skew support continuous curved box girder bridge , curved grid girder analyzing method considering warping effect is applied . matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing . in order to convert original rigidity equations to structural rigidi ty equations that can be solved , bearing nodal displacement matrix can be introduced , then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings , unit rigidity matrix and unit nodal forces can be gained . structural rigidity matrix can be composed according to matrix displacement method , so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved
  分析斜支承连续曲线箱梁桥时，采用考虑翘曲作用的曲线格子梁分析方法，应用矩阵位移法对具有约束支承形式的斜支承连续曲线薄壁箱梁桥进行分析，考虑到支座的约束条件并不与梁端弯曲角位移和扭转角位移的方向一致，引入支座节点坐标矩阵，使得梁端的位移未知量与斜支座约束方向一致，来计算单元刚度矩阵和单元节点力，然后按照矩阵位移法组集总刚并建立结构刚度方程，根据结构刚度方程即可求解未知的节点位移及杆端力，推导出任意截面处的内力计算公式。
• Concrete elastic modulus and concrete creep and shrinkage variety at different time are reckoned in by using time increment analysis method and concrete creep and shrinkage secondary force is calculated by using effective elastic modulus . bridge stability analysis program is developed on the base of structure matrix displacement method , the program adopts visual basic language , has friendly interface and visual data input windows . the buckling safety factor of currently finished structure is given as result
  为计入混凝土弹性模量的变化及混凝土徐变收缩随混凝土的龄期与外荷载加载时间不同而变化的影响，采用时间增量法对每个计算阶段根据其阶段内时步数进行循环，以计算时段内弹性应力、应变增量和徐变、收缩产生的应力应变增量，利用有效弹性模量法计算混凝土徐变收缩次内力，在此基础上，结合结构矩阵位移法的基本理论编制开发了计入混凝土时效效应的高墩大跨径桥梁稳定分析程序。
• That is , the space mega frame structure of a super tall building was simplified as a composition consisting of the mega columns and gieders supported on elastic subgrades , and interactions between the soil and the foundation and the superstructure of the model were analyzed by matrix displacement method
  将空间巨型框架结构中的辅助框架柱只考虑其轴向刚度，沿巨型框架梁的轴线方向连续化后，作为巨型梁单元的文克弹性地基，把巨型梁桉文克弹性地基梁来处理，然后将巨型柱和巨型文克弹性地基梁组成空间巨型框架，在考虑了地基的弹性变形后，用矩阵位移法进行位移和内力计算。
• The cad system of prestressed concrete cassion beam is given in detail in this thesis including two parts as follows . ( 1 ) inner - forces analysis : in this section , the inner - forces were analyzed by matrix - displacement method . ( 2 ) design computation : in this section , the number of prestressed bars and steel reinforcements were calculated by load - balancing method
  本文详细的论述了预应力混凝土井字梁计算机辅助设计系统的设计计算原理，用矩阵位移法进行内力分析，用荷载平衡法计算预应力混凝土井字梁的预应力筋、非预应力筋，然后进行抗剪、抗扭计算和使用阶段验算。