arbitrary load造句

• The bending solution of anisotropic thin plate acted with arbitrary loading
  任意載荷作用下各向異性矩形薄板的彎曲解
• It can be used to solve the bending problem for arbitrary loading with whatever boundaries
  可以求解任意邊界條件下承受任意載荷作用的彎曲問題。
• 2 . longitudinal vibration of pile with variable impedance ( variable sections or modulus ) in layered soil undergoing arbitrary load is theoretically investigated
  2 、對成層土中變阻抗(變模量或變截面)樁在任意激振力作用下的縱向振動特性進行了研究。
• Using the united method in this paper , the bending solution of the rectangular plate with one edge built - in and one or two corner point supported can be derived under arbitrary load
  本文的統一解法可以解決懸臂板或帶有角點支承時在任意荷截作用下的彎曲。
• Abstract : using the united method in this paper , the bending solution of the rectangular plate with one edge built - in and one or two corner point supported can be derived under arbitrary load
  文摘:本文的統一解法可以解決懸臂板或帶有角點支承時在任意荷截作用下的彎曲。
• Cylindrical bending of functionally graded plates with arbitrary distributions of material properties under arbitrary loading are studied using hybrid differential quadrature method ( hdqm )
  摘要利用混合微分求積法，對任意荷載作用下不同材料梯度分布的功能梯度材料平板柱形彎曲問題進行了分析。
• Finally , by the method of laplace transform and matrix transform , one - dimensional consolidation of layered gibson soils under arbitrary loading is studies and the analytic solution in frequency domain are obtained
  最后運用了laplace變換和矩陣傳遞法，分別討論了多層gibson地基在雙面排水和半透水條件下的一維固結，得到了頻域內的解析解。
• Abstract : in this paper , the equation of five moments of comtinuous beam with step cross section on the elastic support under the action of arbitrary loads is introduced , and this equation is checked with the practical example . thus , this complicated question is settled concretely
  文摘:導出了在載荷作用下任意段的階梯狀變截面彈性支座連續梁的通用五彎矩方程式,并以實例進行了驗算，從而使階梯狀變截面彈性支座連續梁這一復雜問題得到了具體的解決
• Using the complex potential method in the plane theory of elasticity of an anisotropic body , a series solution to the stress field of a finite plate containing multiple cracks subjected to arbitrary loads is obtained by means of the faber series expansion , and the stress intensity factors at the crack tips are calculated based on the theories of fracture mechanics . equivalence yield stress is introduced in order to consider the effects of the plastic zones , with which the strip yield criteria is developed in the article so that the effects of structural size and the crack interactions on the stress distribution can be considered accurately . the effects of plate size , crack size and crack distributions on the stress intensity factors as well as the residual strength of the plate are studied detailedly
  采用各向異性體平面彈性理論中的復勢方法，以faber級數為工具，得到了含多裂紋有限大板在任意載荷作用下應力場的級數解，并應用斷裂力學方法確定裂紋尖端的應力強度因子；引入當量屈服應力考慮裂尖塑性區的影響，提出基于帶屈服準則的剩余強度分析模型，能夠充分考慮結構尺寸和裂紋之間相互作用對應力場的影響；通過數值計算詳細討論了結構尺寸和裂紋之間位置關系對應力強度因子和結構剩余強度的影響規律，得到了一系列對工程應用具有實用價值的結論。
• When the load is circumferential periodicity , considering only one sector ; when the structure subjected to arbitrary load , at first , using dft technique , the complete structure is analyzed by only a series of substructures with appropriate complex constraints on its boundry with the adjacent setors
  同時，對結構進行靜態分析時，根據受力狀態，即結構受到周期性載荷和任意載荷這兩種狀況，分別對其進行靜態分析。當結構作用任意載荷時，利用離散傅立葉變換把整個結構的分析轉化為帶有復約束條件的一系列子結構的分析。
• It's difficult to see arbitrary load in a sentence. 用arbitrary load造句挺難的
• In this paper , pavement dynamic loading was obtained from field data of pavement unevenness by quarter - truck vehicle model . then , finite element software nastral was employed to investigate the structural response of 2 - dimensional asphalt pavement under different type of excitation , as well as the influence of pavement parameters on the stresses and deflection of the pavement . the effects of arbitrary loading on asphalt pavement were also analyzed . finally , the structural response of 3 - dimensional asphalt pavement subject to excitation was studied
  應用有限元程序nastral對瀝青路面在動態荷載作用下的結構響應進行了數值分析。文中著重分析了不同激勵下二維平面應變模型的動態響應規律以及路面結構參數改變對瀝青路面動態響應的影響。文中還研究了任意荷載作用及荷載位置變化時路面結構內的應力狀態。
• Furthermore , the assembled element holds the superiority characterized by fem such as agility of objects and unification of program . it can be used to analyze structures wi th arbitrary shapes , interior structures , boundaries as well as arbitrary loads . it is a new type fem that is extremely suitable for the global analysis of complicated structures
  另外，組合單元保留了有限元法所具有的靈活性與程序統一性特點，可以適用于任意形狀、任意內部構造、任意邊界與載荷的結構系統分析，是一種非常適于復雜空間結構總體分析的新型有限元方法。
• In this article , a program about the weighted residual method is compiled by using matlab mathematics software to solve this problem . the program has broad applicability , which can analyze the displacement fields and the internal force fields of moderate - thick plates on two - parameter elastic foundation with arbitrary boundary and arbitrary loading con - ditions ( contains uniform line load , concentrated load or combined loads on arbitrary position of plates )
  計算中本文應用matlab數學軟件編制出求解該問題的加權殘值算法程序,程序適用性較強,可以求解雙參數彈性地基上任意邊界條件組合下任意豎向荷載(包括板面上任意位置的均布荷載、集中荷載以及兩者的組合)作用下的中厚板內任意點的位移場、內力場。
• Firstly , by the method of laplace transform , one dimensional consolidation of one - layer gibson soils under time - depend loading is studied and the analytical solutions in frequency domain are obtained . on the basis of the solutions obtained and the computation through programming , the influence of some parameters and loading conditions on the consolidation behavior under trapezoidal , triangular and rectangular cyclic loading , is investigated . secondly , one - dimensional consolidation of one - layered gibson soils with semi - pervious boundaries is studied in this paper , and according to numerical examples , some characters of consolidation such as the effective stress and settlement in the soils under arbitrary loading are found
  首先運用了laplase變換獲得了單層gibson地基(壓縮模量隨深度線性增加的地基)在任意荷載下頻域內的一維固結解析解，通過laplace逆變換，基于以上解答用數值方法編制程序對單層地基在常見荷載(驟加荷載、緩加荷載、矩形波載、三角形波載)作用下的一維固結性狀進行了討論，并與傳統的太沙基理論進行了比較。
• According to the stress and displacement variational principle , the mixed variational equations are established from which the state equation is established . thus , the theory of state space is combined with variational principle and the variational solutions are presented under arbitrary loads for transverse isotropic orthortropic bodies on general boundary conditions . thick plates on winkler ' s foundations are researched thoroughly
  本文根據應力變分原理和位移變分原理，導出混合變分方程，并將其轉換成狀態方程，使狀態空間理論和變分原理相結合，給出了一般邊界條件下橫觀各向同性和正交各向異性體在任意荷載作用下的變分解。
• The general stress and displacement solutions of non - axisymmetric problems are obtained by hankel transform , then the theoretical solutions of stress and displacement in transversely isotropic elastic half - space under arbitrary loading are put forward by introducing boundary conditions . the homogeneous elastic half - space solutions evolved from the theoretical solutions in the paper are in accord with classical ones . solutions under horizontal and vertical loading can be obtained respectively by specializing arbitrary loading ; by analogy , solutions under other loading can be also obtained
  進而引入邊界條件得到一般荷載作用下橫觀各向同性彈性半空間的應力、位移分量理論解，此解經過退化后得到均質彈性半空間理論解與經典解吻合，對一般荷載的特殊化可以分別得到水平荷載下和豎直荷載下的理論解，如此類推，可以得到其它類型荷載的解答。