LEADER 01408nam0-22004331i-450- 001 990005516380203316 005 20060315120000.0 035 $a000551638 035 $aUSA01000551638 035 $a(ALEPH)000551638USA01 035 $a000551638 100 $a20041008d2004-------|0enac50------ba 101 $aeng 102 $aGB 105 $a|||| ||||| 200 1 $aStochastic calculus of variations in mathematical finance$fPaul Malliavin, Anton Thalmaier 210 $aBerlin$cSpringer$dc2006 215 $axi, 142 p.$d24 cm 225 2$aSpringer finance 410 1$12001$aSpringer finance 606 $aProcesso stocastico$2FI 620 $dNew York 620 $dLondon 676 $a332.01519232$cECONOMIA FINANZIARIA . PRINCIPI MATEMATICI. PROBABILITA. Processi stazionari$v21 700 1$aMALLIAVIN,$bPaul$042061 701 1$aTHALMAIER,$bAnton$0534723 712 $aSpringer 801 $aIT$bSOL$c20120104 912 $a990005516380203316 950 $aDIP.TO SCIENZE ECONOMICHE - (SA)$cPRO$dDS 300 332.015192 MAL$e12524 DISES 951 $aDIP.TO SCIENZE ECONOMICHE - (SA)$bDS2004 1F 20041008 951 $a300 332.015192 MAL$b12524 DISES 959 $aBK 969 $aDISES 979 $c20121027$lUSA01$h1532 979 $c20121027$lUSA01$h1613 996 $aStochastic calculus of variations in mathematical finance$91129867 997 $aUNISA NUM $aUSA12874 LEADER 03103nam 22004933u 450 001 9910463467103321 005 20210114213700.0 035 $a(CKB)2670000000519502 035 $a(EBL)200179 035 $a(OCoLC)437060239 035 $a(MiAaPQ)EBC200179 035 $a(EXLCZ)992670000000519502 100 $a20140217d2013|||| u|| | 101 0 $aeng 135 $aur|n|---||||| 200 14$aThe End of Tradition?$b[electronic resource] 210 $aHoboken $cTaylor and Francis$d2013 215 $a1 online resource (278 p.) 300 $aDescription based upon print version of record. 311 $a0-415-29040-6 327 $aCover; The End of Tradition?; Title Page; Copyright Page; Table of Contents; Preface; Illustration credits and sources; Contributors; 1 The End of Tradition, or the Tradition of Endings?; I. Traditions of the Modern; 2 Tradition is (not) Modern: Deterritorializing Globalization; 3 The Tradition of the End: Global Capitalism and the Contemporary Spaces of Apocalypse; 4 Nostalgias of the Modern; II. Invented Landscapes; 5 Nature and Tradition at the Border: Landscaping the End of the Nation State 327 $a6 The Tensed Embrace of Tourism and Traditional Environments: Exclusionary Practices in Cancu?n, Cuba, and Southern Florida7 Architecture and the Production of Postcard Images: Invocations of Tradition vs. Critical Transnationalism in Curitiba; III. Programmes of Tradition; 8 Tradition as a Means to the End of Tradition: Farmers' Houses in Italy's Fascist-Era New Towns; 9 Cultural Identity and Architectural Image in Bo-Kaap, Cape Town; 10 The Latency of Tradition: On the Vicissitudes of Walls in Contemporary China; 11 Seizing Locality in Jerusalem; Selected Bibliography; Index 330 $aRooted in real world observations, this book questions the concept of tradition - whether contemporary globalization will prove its demise or whether there is a process of simultaneous ending and renewing. In his introduction, Nezar Alsayyad discusses the meaning of the word 'tradition' and the current debates about the 'end of tradition'. Thereafter the book is divided into three parts. The three chapters in part I explore the inextricable link between 'tradition' and 'modern', revealing the geopolitical implications of this link. Part II looks at tradition as a process of invention a 606 $aGlobalization - Political aspects 606 $aGlobalization - Political aspects 606 $aGlobalization - Social aspects 606 $aTradition (Philosophy) 606 $aTradition (Philosophy) 608 $aElectronic books. 615 4$aGlobalization - Political aspects. 615 4$aGlobalization - Political aspects. 615 4$aGlobalization - Social aspects. 615 4$aTradition (Philosophy). 615 4$aTradition (Philosophy). 676 $a148 676 $a307.3 700 $aAlsayyad$b Nezar$0643844 801 0$bAU-PeEL 801 1$bAU-PeEL 801 2$bAU-PeEL 906 $aBOOK 912 $a9910463467103321 996 $aThe End of Tradition$91909077 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