LEADER 00768nam0-22002651i-450- 001 990005856530403321 005 19990530 035 $a000585653 035 $aFED01000585653 035 $a(Aleph)000585653FED01 035 $a000585653 100 $a19990530d1984----km-y0itay50------ba 101 0 $aita 105 $ay-------001yy 200 1 $aStativity and the Progressive$fSalikoko S. Mufwene 210 $aBloomington (Ind.)$cIndiana University Linguistics Club$d1984 215 $a51 p.$d28 cm 700 1$aMufwene,$bSalikoko S.$0174951 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990005856530403321 952 $aP.3 B 8406$bDIP.FIL.MOD. 4380$fFLFBC 959 $aFLFBC 996 $aStativity and the Progressive$9565586 997 $aUNINA LEADER 05430nam 2200697Ia 450 001 9910826145903321 005 20200520144314.0 010 $a9781119993544 010 $a1119993547 010 $a9781299314375 010 $a1299314376 010 $a9781119993278 010 $a111999327X 010 $a9781119993285 010 $a1119993288 035 $a(CKB)2550000000064776 035 $a(EBL)697678 035 $a(SSID)ssj0000533960 035 $a(PQKBManifestationID)11333908 035 $a(PQKBTitleCode)TC0000533960 035 $a(PQKBWorkID)10493168 035 $a(PQKB)10774206 035 $a(OCoLC)747545872 035 $a(MiAaPQ)EBC697678 035 $a(Perlego)1014326 035 $a(EXLCZ)992550000000064776 100 $a20110309d2011 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aAnalysis of structures $ean introduction including numerical methods /$fJoe G. Eisley, Anthony Waas 205 $a1st ed. 210 $aChichester, West Sussex, U.K. ;$a[Hoboken, NJ] $cJohn Wiley & Sons$d2011 215 $a1 online resource (640 p.) 300 $aDescription based upon print version of record. 311 08$a9780470977620 311 08$a0470977620 320 $aIncludes bibliographical references and index. 327 $aANALYSIS OFSTRUCTURES; Contents; About the Authors; Preface; 1 Forces and Moments; 1.1 Introduction; 1.2 Units; 1.3 Forces in Mechanics of Materials; 1.4 Concentrated Forces; 1.5 Moment of a Concentrated Force; 1.6 Distributed Forces-Force and Moment Resultants; 1.7 Internal Forces and Stresses-Stress Resultants; 1.8 Restraint Forces and Restraint Force Resultants; 1.9 Summary and Conclusions; 2 Static Equilibrium; 2.1 Introduction; 2.2 Free Body Diagrams; 2.3 Equilibrium-Concentrated Forces; 2.3.1 Two Force Members and Pin Jointed Trusses; 2.3.2 Slender Rigid Bars; 2.3.3 Pulleys and Cables 327 $a2.3.4 Springs2.4 Equilibrium-Distributed Forces; 2.5 Equilibrium in Three Dimensions; 2.6 Equilibrium-Internal Forces and Stresses; 2.6.1 Equilibrium of Internal Forces in Three Dimensions; 2.6.2 Equilibrium in Two Dimensions-Plane Stress; 2.6.3 Equilibrium in One Dimension-Uniaxial Stress; 2.7 Summary and Conclusions; 3 Displacement, Strain, and Material Properties; 3.1 Introduction; 3.2 Displacement and Strain; 3.2.1 Displacement; 3.2.2 Strain; 3.3 Compatibility; 3.4 Linear Material Properties; 3.4.1 Hooke's Law in One Dimension-Tension; 3.4.2 Poisson's Ratio 327 $a3.4.3 Hooke's Law in One Dimension-Shear in Isotropic Materials3.4.4 Hooke's Law in Two Dimensions for Isotropic Materials; 3.4.5 Generalized Hooke's Law for Isotropic Materials; 3.5 Some Simple Solutions for Stress, Strain, and Displacement; 3.6 Thermal Strain; 3.7 Engineering Materials; 3.8 Fiber Reinforced Composite Laminates; 3.8.1 Hooke's Law in Two Dimensions for a FRP Lamina; 3.8.2 Properties of Unidirectional Lamina; 3.9 Plan for the Following Chapters; 3.10 Summary and Conclusions; 4 Classical Analysis of the Axially Loaded Slender Bar; 4.1 Introduction 327 $a4.2 Solutions from the Theory of Elasticity4.3 Derivation and Solution of the Governing Equations; 4.4 The Statically Determinate Case; 4.5 The Statically Indeterminate Case; 4.6 Variable Cross Sections; 4.7 Thermal Stress and Strain in an Axially Loaded Bar; 4.8 Shearing Stress in an Axially Loaded Bar; 4.9 Design of Axially Loaded Bars; 4.10 Analysis and Design of Pin Jointed Trusses; 4.11 Work and Energy-Castigliano's Second Theorem; 4.12 Summary and Conclusions; 5 A General Method for the Axially Loaded Slender Bar; 5.1 Introduction 327 $a5.2 Nodes, Elements, Shape Functions, and the Element Stiffness Matrix5.3 The Assembled Global Equations and Their Solution; 5.4 A General Method-Distributed Applied Loads; 5.5 Variable Cross Sections; 5.6 Analysis and Design of Pin-jointed Trusses; 5.7 Summary and Conclusions; 6 Torsion; 6.1 Introduction; 6.2 Torsional Displacement, Strain, and Stress; 6.3 Derivation and Solution of the Governing Equations; 6.4 Solutions from the Theory of Elasticity; 6.5 Torsional Stress in Thin Walled Cross Sections; 6.6 Work and Energy-Torsional Stiffness in a Thin Walled Tube 327 $a6.7 Torsional Stress and Stiffness in Multicell Sections 330 $aAnalysis of Structures offers an original way of introducing engineering students to the subject of stress and deformation analysis of solid objects, and helps them become more familiar with how numerical methods such as the finite element method are used in industry. Eisley and Waas secure for the reader a thorough understanding of the basic numerical skills and insight into interpreting the results these methods can generate. Throughout the text, they include analytical development alongside the computational equivalent, providing the student with the understanding that is necessa 606 $aStructural analysis (Engineering)$xMathematics 606 $aNumerical analysis 615 0$aStructural analysis (Engineering)$xMathematics. 615 0$aNumerical analysis. 676 $a624.1/71 700 $aEisley$b Joe$01656753 701 $aWaas$b Anthony M$0961348 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910826145903321 996 $aAnalysis of structures$94009832 997 $aUNINA