01334nam 2200337 n 450 99639070390331620221108083535.0(CKB)1000000000655013(EEBO)2240854539(UnM)99848708(EXLCZ)99100000000065501319920115d1603 uy |engurbn||||a|bb|The bright morning starre: or, The resolution and exposition of the 22. Psalme[electronic resource] preached publikely in foure sermons at Lincolne. By John Smith preacher of the citie[Cambridge] Printed by Iohn Legat, Printer to the Vniuersitie of Cambridge. And are to be solde at the signe of the Crowns in Pauls Churchyard [in London] by Simon Waterson1603[6], 196 pBookseller's address from STC.Reproduction of the original in Emmanuel College (University of Cambridge). Library.eebo-0048Sermons, English17th centurySermons, EnglishSmyth Johnd. 1612.1008106Cu-RivESCu-RivESCStRLINWaOLNBOOK996390703903316The bright morning starre: or, The resolution and exposition of the 22. Psalme2417672UNISA02294nam0 22004453i 450 IEI032313720231121125510.0978883661966520120312d2011 ||||0itac50 baitaitz01i xxxe z01n˜Le œstrade della bandieradal tricolore della rivoluzione al tricolore della costituzionea cura di Comune di Reggio Emiliatesti di Emanuela Bruni, Graziano Delrio, Alberto MelloniCinisello BalsamoSilvana editoriale201164 p.ill.24 cmBiblioteca dell'unità d'ItaliaCatalogo della mostra a cielo aperto tenuta a Reggio Emilia dal 7 gennaio al 2 giugno 2011In copertina: 1861-2011, 150. anniversario Unità d'ItaliaIn quarta di copertina: Celebrazioni del 150. anniversario dell'Unita d'Italia. I luoghi della memoria.001USM19072702001 Biblioteca dell'unità d'ItaliaBandiera italianaStoriaEsposizioni2011FIRBVEC240624I929.920945Altre forme di insegne araldiche e di identificazione. Bandiere e stendardi. Italia21Melloni, Alberto <1959- >CFIV029902Delrio, GrazianoIEIV096482Bruni, EmanuelaMILV104755Reggio EmiliaRAVV002045ITIT-0120120312IT-RM028 IT-RM0418 IT-RM0730 IT-RM0460 IT-RM1437 IT-FR0017 Biblioteca Universitaria AlessandrinaRM028 BIBLIOTECA ACCADEMIA NAZ. DEI LINCEI E CORSINIANARM0418 Biblioteca Storica Nazionale Dell'AgricolturaRM0730 Biblioteca Dell' Archivio Centrale Dello StatoRM0460 Biblioteca Fondazione Nevol Querci - ASIS -RM1437 Biblioteca umanistica Giorgio ApreaFR0017 IEI0323137Biblioteca umanistica Giorgio Aprea 52MAG 12/2253 52SBA0000154745 VMN RS A 2013060320130603 01 10 21 27 34 52Strade della bandiera257540UNICAS05312nam 2200649 450 991013217480332120230803203505.01-118-53665-71-118-53664-91-118-53666-5(CKB)3710000000167920(EBL)1729066(SSID)ssj0001261842(PQKBManifestationID)11707187(PQKBTitleCode)TC0001261842(PQKBWorkID)11206068(PQKB)11724219(DLC) 2014018457(Au-PeEL)EBL1729066(CaPaEBR)ebr10891176(MiAaPQ)EBC1729066(OCoLC)879553090(EXLCZ)99371000000016792020140717h20142014 uy 0engur|n|---|||||txtccrFinite element analysis of structures through unified formulation /Erasmo Carrera [and three others]Chichester, England :Wiley,2014.©20141 online resource (412 p.)Description based upon print version of record.1-119-94121-0 Includes bibliographical references at the end of each chapters and index.Finite Element Analysis of Structures Through Unified Formulation; Contents; About the Authors; Preface; Nomenclature and Acronyms; Symbols; Acronyms; 1 Introduction; 1.1 What is in this Book; 1.2 The Finite Element Method; 1.2.1 Approximation of the Domain; 1.2.2 The Numerical Approximation; 1.3 Calculation of the Area of a Surface with a Complex Geometry via the FEM; 1.4 Elasticity of a Bar; 1.5 Stiffness Matrix of a Single Bar; 1.6 Stiffness Matrix of a Bar via the PVD; 1.7 Truss Structures and Their Automatic Calculation by Means of the FEM; 1.8 Example of a Truss Structure1.8.1 Element Matrices in the Local Reference System1.8.2 Element Matrices in the Global Reference System; 1.8.3 Global Structure Stiffness Matrix Assembly; 1.8.4 Application of Boundary Conditions and the Numerical Solution; 1.9 Outline of the Book Contents; References; 2 Fundamental Equations of 3D Elasticity; 2.1 Equilibrium Conditions; 2.2 Geometrical Relations; 2.3 Hooke's Law; 2.4 Displacement Formulation; Further Reading; 3 From 3D Problems to 2D and 1D Problems: Theories for Beams, Plates and Shells; 3.1 Typical Structures; 3.1.1 Three-Dimensional Structures (Solids)3.1.2 Two-Dimensional Structures (Plates, Shells and Membranes)3.1.3 One-Dimensional Structures (Beams and Bars); 3.2 Axiomatic Method; 3.2.1 Two-Dimensional Case; 3.2.2 One-Dimensional Case; 3.3 Asymptotic Method; Further Reading; 4 Typical FE Governing Equations and Procedures; 4.1 Static Response Analysis; 4.2 Free Vibration Analysis; 4.3 Dynamic Response Analysis; References; 5 Introduction to the Unified Formulation; 5.1 Stiffness Matrix of a Bar and the Related FN; 5.2 Case of a Bar Element with Internal Nodes; 5.2.1 The Case of Bar with Three Nodes5.2.2 The Case of an Arbitrary Defined Number of Nodes5.3 Combination of the FEM and the Theory of Structure Approximations: A Four-Index FN and the CUF; 5.3.1 FN for a 1D Element with a Variable Axial Displacement over the Cross-section; 5.3.2 FN for a 1D Structure with a Complete Displacement Field: The Case of a Refined Beam Model; 5.4 CUF Assembly Technique; 5.5 CUF as a Unique Approach for 1D, 2D and 3D Structures; 5.6 Literature Review of the CUF; References; 6 The Displacement Approach via the PVD and FN for 1D, 2D and 3D Elements6.1 Strong Form of the Equilibrium Equations via the PVD6.1.1 The Two Fundamental Terms of the FN; 6.2 Weak Form of the Solid Model Using the PVD; 6.3 Weak Form of a Solid Element Using Index Notation; 6.4 FN for 1D, 2D and 3D Problems in Unique Form; 6.4.1 Three-Dimensional Models; 6.4.2 Two-Dimensional Models; 6.4.3 One-Dimensional Models; 6.5 CUF at a Glance; References; 7 Three-Dimensional FEM Formulation (Solid Elements); 7.1 An Eight-Node Element Using Classical Matrix Notation; 7.1.1 Stiffness Matrix; 7.1.2 Load Vector; 7.2 Derivation of the Stiffness Matrix Using the Index Notation7.2.1 Governing Equations The finite element method (FEM) is a computational tool widely used to design and analyse complex structures. Currently, there are a number of different approaches to analysis using the FEM that vary according to the type of structure being analysed: beams and plates may use 1D or 2D approaches, shells and solids 2D or 3D approaches, and methods that work for one structure are typically not optimized to work for another. Finite Element Analysis of Structures Through Unified Formulation deals with the FEM used for the analysis of the mechanics of structures in the case of lineaFinite element methodNumerical analysisFinite element method.Numerical analysis.518/.25Carrera Erasmo920381Carrera ErasmoMiAaPQMiAaPQMiAaPQBOOK9910132174803321Finite element analysis of structures through unified formulation2884869UNINA