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[null,"1.","Record Nr.",null,"UNINA9910143589803321"]
[null,null,"Autore",null,"Li G. Q"]
[null,null,"Titolo",null,"Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li"]
[null,null,"Pubbl/distr/stampa",null,"Chichester, : John Wiley, c2007"]
[null,null,"ISBN",null,"1-280-90084-9"]
[{"$nulls":4},"9786610900848"]
[{"$nulls":4},"0-470-31994-1"]
[{"$nulls":4},"0-470-31993-3"]
[null,null,"Descrizione fisica",null,"1 online resource (386 p.)"]
[null,null,"Disciplina",null,"624.1773"]
[null,null,"Soggetti",null,"Steel, Structural"]
[{"$nulls":4},"Structural analysis (Engineering)"]
[{"$nulls":4},"Structural frames"]
[{"$nulls":4},"Electronic books."]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references and index."]
[null,null,"Nota di contenuto",null,"Advanced Analysis and Design of Steel Frames; Contents; Preface; Symbols; Part One Advanced Analysis of Steel Frames; Chapter 1 Introduction; 1.1 Type of Steel Frames; 1.2 Type of Components for Steel Frames; 1.3 Type of Beam-Column Connections; 1.4 Deformation of Joint Panel; 1.5 Analysis Tasks and Method for Steel Frame Design; 1.6 Definition of Elements in Steel Frames; Chapter 2 Elastic Stiffness Equation of Prismatic Beam Element; 2.1 General Form of Equation; 2.1.1 Beam Element in Tension; 2.1.2 Beam Element in Compression; 2.1.3 Series Expansion of Stiffness Equations"]
[{"$nulls":4},"2.1.4 Beam Element with Initial Geometric Imperfection2.2 Special Forms of Elemental Equations; 2.2.1 Neglecting Effect of Shear Deformation; 2.2.2 Neglecting Effect of Axial Force; 2.2.3 Neglecting Effects of Shear Deformation and Axial Force; 2.3 Examples; 2.3.1 Bent Frame; 2.3.2 Simply Supported Beam; Chapter 3 Elastic Stiffness Equation of Tapered Beam Element; 3.1 Tapered Beam Element; 3.1.1 Differential Equilibrium Equation; 3.1.2 Stiffness Equation; 3.2 Numerical Verification; 3.2.1 Symmetry of Stiffness Matrix; 3.2.2 Static Deflection; 3.2.3 Elastic Critical Load"]
[{"$nulls":4},"3.2.4 Frequency of Free Vibration3.2.5 Effect of Term Number Truncated in Polynomial Series; 3.2.6 Steel Portal Frame; 3.3 Appendix; "]
[{"$nulls":4},"3.3.1 Chebyshev Polynomial Approach (Rice, 1992); 3.3.2 Expression of Elements in Equation (3.23); Chapter 4 Elastic Stiffness Equation of Composite Beam Element; 4.1 Characteristics and Classification of Composite Beam; 4.2 Effects of Composite Action on Elastic Stiffness of Composite Beam; 4.2.1 Beam without Composite Action; 4.2.2 Beam with Full Composite Action; 4.2.3 Beam with Partial Composite Action"]
[{"$nulls":4},"4.3 Elastic Stiffness Equation of Steel-Concrete Composite Beam Element4.3.1 Basic Assumptions; 4.3.2 Differential Equilibrium Equation of Partially Composite Beam; 4.3.3 Stiffness Equation of Composite Beam Element; 4.3.4 Equivalent Nodal Load Vector; 4.4 Example; 4.5 Problems in Present Work; Chapter 5 Sectional Yielding and Hysteretic Model of Steel Beam Columns; 5.1 Yielding of Beam Section Subjected to Uniaxial Bending; 5.2 Yielding of Column Section Subjected to Uniaxial Bending; 5.3 Yielding of Column Section Subjected to Biaxial Bending; 5.3.1 Equation of Initial Yielding Surface"]
[{"$nulls":4},"5.3.2 Equation of Ultimate Yielding Surface5.3.3 Approximate Expression of Ultimate Yielding Surface; 5.3.4 Effects of Torsion Moment; 5.4 Hysteretic Model; 5.4.1 Cyclic Loading and Hysteretic Behaviour; 5.4.2 Hysteretic Model of Beam Section; 5.4.3 Hysteretic Model of Column Section Subjected to Uniaxial Bending; 5.4.4 Hysteretic Model of Column Section Subjected to Biaxial Bending; 5.5 Determination of Loading and Deformation States of Beam-Column Sections; Chapter 6 Hysteretic Behaviour of Composite Beams; 6.1 Hysteretic Model of Steel and Concrete Material Under Cyclic Loading"]
[{"$nulls":4},"6.1.1 Hysteretic Model of Steel Stress-Strain Relationship"]
[null,null,null,"Sommario/riassunto","Steel frames are used in many commercial high-rise buildings, as well as industrial structures, such as ore mines and oilrigs. Enabling construction of ever lighter and safer structures, steel frames have become an important topic for engineers. This book, split into two parts covering advanced analysis and advanced design of steel frames, guides the reader from a broad array of frame elements through to advanced design methods such as deterministic, reliability, and system reliability design approaches. This book connects reliability evaluation of structural systems to advanced analysis of"]
[null,"2.","Record Nr.",null,"UNINA9910778026803321"]
[null,null,"Autore",null,"Ridzi Frank"]
[null,null,"Titolo",null,"Selling welfare reform [[electronic resource] ] : work-first and the new common sense of employment / / Frank Ridzi"]
[null,null,"Pubbl/distr/stampa",null,"New York, : New York University Press, c2009"]
[null,null,"ISBN",null,"0-8147-7737-6"]
[{"$nulls":4},"0-8147-7633-7"]
[{"$nulls":4},"1-4416-1566-0"]
[null,null,"Descrizione fisica",null,"1 online resource (330 p.)"]
[null,null,"Disciplina",null,"362.5/5680973"]
[null,null,"Soggetti",null,"Public welfare - United States"]
[{"$nulls":4},"Welfare recipients - Employment - Government policy - United States"]
[{"$nulls":4},"Poor - Government policy - United States"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references (p. 291-313) and index."]
[null,null,"Nota di contenuto",null,"Frontmatter -- Contents -- Acknowledgments -- 1 “Selling Work-First” -- 2 “You’re All Doing the Wrong Thing” -- 3 “A New Way of Doing Business” -- 4 New Technology and New Customers -- 5 “We Are a Thorn in the Side of Those Who Won’t Change” -- 6 “Not Everybody Fits into Their Box” -- 7 “Don’t Blame Me, It Wasn’t Up to Me!” -- 8 Conclusion -- Appendix -- Notes -- Bibliography -- Index -- About the Author"]
[null,null,null,"Sommario/riassunto","The 1996 Welfare Reform Act promised to end welfare as we knew it. In Selling Welfare Reform, Frank Ridzi uses rich ethnographic detail to examine how new welfare-to-work policies, time limits, and citizenship documentation radically changed welfare, revealing what really goes on at the front lines of the reformed welfare system. Selling Welfare Reform chronicles how entrepreneurial efforts ranging from front-line caseworkers to high-level administrators set the pace for restructuring a resistant bureaucracy. At the heart of this remarkable institutional transformation is a market-centered approach to human services that re-framed the definition of success to include diversion from the present system, de-emphasis of legal protections and behavioral conditioning of poor parents to accommodate employers. Ridzi draws a compelling portrait of how welfare staff and their clients negotiate the complexities of the low wage labor market in an age of global competition, exposing the realities of how the new \"common sense\" of "]
[{"$nulls":4},"poverty is affecting the lives of poor and vulnerable Americans."]