簡支邊 的英文怎麼說
中文拼音 [jiǎnzhībiān]
簡支邊
英文
simple su orted edge-
The stresses and nonlinear deformations of thin strip - plate with two simply supported edges under the coupled action of the electromagnetic field arid mechanical load are calculated, the magneto - elastic effects on thin current - carrying strip - plate by the side current and electromagnetic induction density are studied
由此計算分析兩邊簡支條形薄板在電磁場和機械載荷耦合作用下的應力與變形，研究側向電流和外磁場強度對載流條形薄板的磁彈性效應。It shows that the method suggested in the paper is simple, applicable for engineering and has good precision. on the bases of the formulas deduced, and combining with relative test datas, it studies in the paper several factors influencing the bearing performance of the simple beams, such as shape of the external tendons, the equal moment segment length, span - to - depth ratio of the beam, valid initial prestress of the external tendons, area of the internal tension reinforcement, strength of the concrete, vertical distance between
在公式推導的基礎上，結合相關試驗資料，研究了體外筋的形狀、等彎矩區長度、梁跨高比、有效張拉預應力、體內受拉筋配筋率、混凝土強度、錨固點到樑上邊緣在垂直方向上的距離、體外預應力筋水平段長度（雙折線型體外筋的情況）以及荷載類型等對體外預應力混凝土簡支梁受力性能的影響。On thermal buckling of a simply supported rectangular fgm plate
四邊簡支功能梯度矩形板的熱屈曲分析Nonlinear bending of simply - supported creep - damaged rectangle plate
四邊簡支矩形板的蠕變損傷非線性彎曲The two different boundary conditions considered are simply supported and fixed end support, and the different damage forms ( crack characteristics ) are investigated by numerical experiments
對不同的邊界條件（如簡支梁和固端梁）下不同的損傷形式（如豎直裂縫和斜裂縫）引起結構損傷的情況進行試驗。A concept named modified or generalized simply supported edges is therefore introduced, i. e., superimposing altogether the solutions to the rectangular plate with four simply supported edges on which the uniformly distributed load locally acts, to the rectangular plate with four simply supported edges of which one of them is under the action of distributed bending moment and to the rectangular plate with various generalized simple supported edges and then taking the continuity condition of boundary, so as to let the result of superimposition satisfies all boundary conditions, an analytic solution is given to the rectangular overhanging plates on which any kinds of loads are acting
使用了變相的或廣義簡支邊的概念，將四周簡支局部作用分佈載荷矩形板的解、四周簡支一邊作用分佈彎矩矩形板的解及各種具有廣義簡支邊的矩形板的解進行疊加，並應用邊界連續性條件，令這樣的解滿足所有邊界條件，得到了任意載荷作用下矩形外伸板的解析解。( 3 ) a large computer program, named 3dplate, is developed with fortran powerstation. with 3dplate, 6 simply supported square plates. 5 clamped rectangular plates and 1 corner - supported plate are analyzed
（ 3 ）用fortran語言編制了大型的計算機程序3dplate ，並對6塊的四邊簡支方板、 5塊四邊固支矩形板和1塊四角支承板進行了計算分析。A new method for solving vibration charactaristics of sector plates with simply - supported radial edges
一種求解直邊簡支扇形板振動特性的新方法Integral equation method for vibration charactaristics of annular sectorial plates with simply - supported radial edges
求解直邊簡支環扇板振動特性的積分方程方法Four - way simply support common and long span composite slabs were also studied by the author with the finite elements method, and a calculation method was proposed
分析了組合板的破壞方式；採用有限元分析方法研究了四邊簡支普通跨度和大跨度的型鋼和壓型鋼板與混凝土組合板的抗彎承載力，提出承載力計算方法。( 3 ) by using an elastic - plastic material model, the nonlinear analysis is taken on the rectangular tube and simply supporte d plate, and the ultimate carrying load capacity pu is obtained. the results show that the buckling mode is in accordance with the assumption of elastic analysis, and so shows the ultimate mode
（ 3 ）採用彈塑性模型，考慮幾何非線性理論，利用ansys軟體對矩形鋼管考慮板組相關屈曲影響和不考慮相關屈曲影響（將矩形管板件按四邊簡支板對待）兩種情況進行了屈曲後分析，分別得出其極限承載力p _ u ，並分析了矩形管的屈曲過程。Green quasifunction method for vibration of simple - supported thin polygonic plates
簡支多邊形薄板振動問題的準格林函數方法The effective width is not constant along the span of girder, and different point of interest in the span should be selected according to the different structure. for simply supported - span, mid span is selected as the point of interest
對于不同的結構體系應選不同的控制截面，根據結構體系的受力特點對簡支梁來說取跨中為控制截面，對連續梁來說取跨中和中間支座為控制截面，而跨中應將邊跨和中跨分開。The mode shape equation for the case with bottom fixed and top simply supported can not be presented in simply periodic forms. therefore, a program msewz with matlab6. 1 is presented by author to determine and select the rational mode shape equations
對於一端固定、一端簡支的邊界條件，因變形函數不能用簡單的周期形式表示，筆者用matlab6 . 1編制了程序msewz ，通過判斷確定出合理的變形函數。In first part of the thesis, by a review of the research on aircraft sonic fatigue, the formulas for calculating natural frequencies of the typical aircraft skin - panel structure with four edges simply - supported or four edges fixed - supported were drawn, the response of displacement and stress was analysed under the condition of random white noise loading with the steady - state or unsteady - state. the procedure how to use data of s - n curve under constant loading for predicating the fatigue life of skin - panel subjected to random loading was shown
通過對聲疲勞問題研究的回顧，根據典型飛機蒙皮壁板模型，整理了四邊固支，四邊簡支兩種邊界條件下多階模態固有頻率，非平穩及平穩隨機白噪聲載荷下的位移和應力響應，以及如何從等幅s ? n曲線求得隨機載荷應力下的疲勞壽命。The magneto - elastic motion equation and the electrodynamic equation of the thin strip conductive plate in a leaning magnetic field are derived on the basis of the principle magneto - elastic theory, and the characteristic equations of the vibration of the plate supported along two long sides are obtained as well
摘要以磁彈性基本假設為出發點，給出了傾斜磁場中無限長條形薄板的磁彈性運動方程及電動力學方程，並推得了兩長邊簡支薄板的磁彈性振動特徵方程式。Principals of how to ensure geometry parameter of space grids finite element model are given and f90 program to calculate member force and chord section is developed according < < space grid design and construction code > > ( sgdc code ) so as to determine the real constant ansys needed. to create finite element model of psgs, program to create node, element number and restriction information is compiled also
給出了確定網架有限元模型幾何參數應遵循的一般原則，並依據《網架結構設計與施工規程》中網架內力計算演算法編制了計算周邊簡支條件下正放四角錐網架內力和桿件截面f90程序，從而確定採用ansys進行網架計算所需的單元實常數。Green quasifunction method for simply - supported parallelog rammic thin plates on winkler foundation
地基上簡支平行四邊形板中的應用Buckling analysis of simply - supported piezoelectric functionally gradient rectangular thin plate
四邊簡支壓電功能梯度矩形薄板的屈曲Taking beam with rectangular section as an example, the corresponding analytical solution of beam subjected to cosine distribution pressure is given through constructing the stress function satisfying all boundary conditions and biharmonic equation, which is a base of beam subjected to arbitrary distribution pressure
摘要以矩形截面簡支梁為例，通過構造一個滿足所有邊界條件和雙調和方程的應力函數，給出了梁受餘弦分佈力作用情況下相應的解析解，這為求解梁受任意分佈壓力作用下解的問題打下了基礎。分享友人