linear statics造句
例句與造句
- Chapter 2 non - linear static analysis of the cable - suspension system non - linear static mathematics and computational model of cable - suspension feed system is established
第二章懸索饋源系統(tǒng)的靜力分析。本章建立了懸索式支撐饋源系統(tǒng)的非線性靜力學(xué)模型。 - The tapered beam element is used hi the fem . with the fem . the linear static and in - plane stability analysis of the frames are carried out conveniently
本文開發(fā)了一套變截面梁單元有限元分析程序，可對變截面門式剛架結(jié)構(gòu)體系進(jìn)行精確的靜力計(jì)算與平面內(nèi)穩(wěn)定性分析。 - This paper is concentrated on the space geometric non - linear static analysis and vibration analysis of the long span plate - truss composite cable - stayed bridges . 1
本文是針對大跨徑板桁結(jié)合斜拉橋的空間幾何非線性靜力分析及結(jié)構(gòu)的動(dòng)力分析兩個(gè)方面而展開研究工作的。 - The purpose of this dissertation is to study the related theories and methods on establishing mathematics , mechanics and computational models of non - linear statics , kinematics and dynamics for cable - suspension feed system
本文圍繞fast工程，對并聯(lián)懸索結(jié)構(gòu)的靜力學(xué)、運(yùn)動(dòng)學(xué)及動(dòng)力學(xué)分析的相關(guān)理論及方法進(jìn)行了系統(tǒng)而深入的研究。 - Combined the topological relation of suspen - dome and the concept of overall feasible pre - stress , by using the equilibrium matrix theory method and linear static method , the problem of distribution of initial pre - stress of suspen - dome is simplified
結(jié)合整體可行預(yù)應(yīng)力的概念，并考慮結(jié)構(gòu)自身的拓?fù)潢P(guān)系，采用平衡矩陣?yán)碚摲椒ê途€性靜力分析法，對弦支穹頂結(jié)構(gòu)的初始預(yù)應(yīng)力分布的確定進(jìn)行簡化。 - It's difficult to find linear statics in a sentence. 用linear statics造句挺難的
- Several efficient methods for solving the static governing equations of interval fem were put forward , which include : an iterative method for solving the interval types governing equations and advanced combinatorial methods for solving governing equations of linear static interval fem
包括：區(qū)間形式控制方程組的迭代解法，和線性靜力控制方程組的組合解法(包括參量邊界全組合解法和組合迭代法) 。 - A space geometric non - linear static finite element analysis program about the long span plate - truss composite cable - stayed bridges is presented . not only it can be used to solve the space static analysis about the state of the dead load configuration ( geometry and internal forces ) , but also it can be used to analyze the internal forces and deformations of the whole construction course
基于以上理論，并結(jié)合斜拉橋的施工過程，編制了大跨徑斜拉橋的空間幾何非線性靜力分析程序，既可用于斜拉橋成橋狀態(tài)的空間靜力分析，也可結(jié)合斜拉橋的具體施工過程，進(jìn)行施工過程中的內(nèi)力與變形狀態(tài)的跟蹤分析。 - Non linear static & dynamic finite element procedure is adopted for the true emulation of the four typical geologic profiles of the dam , and imitates to compute the each stage deformation and stress distribution from the dam fill to full water run and during the 7 degree seismic intensity , the article also imitates to compute the response to earthquake force , the excess vibration pore water pressure distribution and permanent deformation , predicting the occurrence possibility of the crac ^ plastic zone and earthquake liquefaction
采用非線性靜、動(dòng)力有限元分析程序?qū)鷫蔚?個(gè)典型剖面進(jìn)行了靜、動(dòng)力仿真模擬，模擬計(jì)算了壩體自填筑至蓄水運(yùn)行和發(fā)生7地震各階段壩體及壩基的變形以及應(yīng)力分布，地震應(yīng)力響應(yīng)和地震引起的超靜振動(dòng)孔隙水壓力分布以及永久變形。判斷了壩體和壩基中出現(xiàn)裂縫、塑性區(qū)以及地震液化的可能性。 - This paper introduces the basic concepts of object - oriented programming to the finite element method for linear static analysis . in the view of ooad ( object - oriented analysis and design ) method , a set of basic classes for the fem system are founded and their relationship is discussed too . all these fem classes are implemented in c + + language because the hybrid language c + + is an object - oriented extension of c . ( this language includes all the feature of c and is well suited to solve numerical problems because of its efficiency . )
本文在靜態(tài)線性有限元系統(tǒng)中引入了面向?qū)ο蟮某绦蛟O(shè)計(jì)方法，介紹了面向?qū)ο蠓椒ǖ幕靖拍罴疤卣?，并通過有限元的面向?qū)ο蠓治龊驮O(shè)計(jì)，確定了一套基本的有限元對象類及有限元的面向?qū)ο竽Ｐ停疚脑O(shè)計(jì)的所有類均采用c + +編程語言進(jìn)行了實(shí)現(xiàn)，最終形成了一套fem類庫，它們以動(dòng)態(tài)連接庫的形式存在。 - Secondly the author ' s study are introduced in this paper . the author study mainly the linear static and dynamic , elastic - plastic static and dynamic problems of cfst arc - bridge . firstly , the author establish the linear static equation on the based of the rigid equation of element by qr - method , and then analysis the inner force of arc bridge , establish the linear dynamic equation and elastic - plastic rigid equation and dynamic equation , then solve respectively the elastic - plastic rigid and dynamic equation by the method of repeated increment and no limit stabilization , arithmetic
本文主要研究大跨度鋼管混凝土桁架拱線性靜力問題和線性動(dòng)力問題以及彈塑性靜力問題和彈塑性動(dòng)力問題，先利用qr法按照梁單元的剛度方程建立桁架拱的線性靜力方程，進(jìn)行桁架拱內(nèi)力分析，建立桁架拱線性動(dòng)力方程、彈塑性剛度方程及彈塑性動(dòng)力方程，然后利用增量迭代法及樣條無條件穩(wěn)定算法分別求解彈塑性剛度方程及動(dòng)力方程。 - It can be achieved mainly by two different performance - based seismic designs : one is static pushover analysis , the other is incremental dynamic analysis . in this dissertation , based on the research of the former scholars , the author improves and applies the non - linear static pushover for the steel frame structures
非線性靜力分析( pushover )方法和增量動(dòng)力分析( ida )方法是實(shí)現(xiàn)基于性能的設(shè)計(jì)主要途徑。本文在前人研究的基礎(chǔ)上,進(jìn)一步發(fā)展了鋼框架結(jié)構(gòu)的靜力pushover分析方法,研究了具有廣闊應(yīng)用前景的增量動(dòng)力分析方法。 - The main works of this dissertation are to adopt the standard 3 - dimensional hexahedral meshes and the traditional finite elements to construct the cover system in manifold method ( mm ) , and apply mm to the linear statics analysis of three - dimensional continuous object . the analysis processes developed are programmed
本文的主要工作是采用標(biāo)準(zhǔn)的三維六面體網(wǎng)格(長方體)和傳統(tǒng)的有限單元網(wǎng)格來構(gòu)成三維流形方法的覆蓋系統(tǒng)，并將其應(yīng)用于三維連續(xù)體的彈性靜力學(xué)分析；同時(shí)用程序?qū)⑵涑晒Φ貙?shí)現(xiàn)。