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28th International Conference on Advanced Ceramics and Composites [[electronic resource] ] : a collection of papers presented at the 28th International Conference and Exposition on Advanced Ceramics and Composites held in conjunction with the 8th International Symposium on Ceramics in Energy Storage and Power Conversion Systems : January 25-30, 2004, Cocoa Beach, Florida . A / / Edgar Lara-Curzio, Michael J. Readey, editors
| 28th International Conference on Advanced Ceramics and Composites [[electronic resource] ] : a collection of papers presented at the 28th International Conference and Exposition on Advanced Ceramics and Composites held in conjunction with the 8th International Symposium on Ceramics in Energy Storage and Power Conversion Systems : January 25-30, 2004, Cocoa Beach, Florida . A / / Edgar Lara-Curzio, Michael J. Readey, editors |
| Pubbl/distr/stampa | Westerville, OH, : American Ceramic Society, c2004 |
| Descrizione fisica | 1 online resource (633 p.) |
| Disciplina |
600
620.14 |
| Altri autori (Persone) |
Lara-CurzioEdgar <1963->
ReadeyMichael J |
| Collana | Ceramic engineering & science proceedings |
| Soggetto topico |
Composite materials
Ceramic materials Structural analysis (Engineering) |
| ISBN |
1-282-31408-4
9786612314087 0-470-29118-4 0-470-29157-5 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
28th International Lonterence on Advanced Ceramics and Composites: A; Contents; Preface; 28th International Lonterence on Advanced Ceramics and Composites: A; Ceramics and Components in Energy Conversion Systems; Ceramic Components in Gas Turbine Engines: Why Has It Taken So long?; Development of the 8000 KW Class Hybrid Gas Turbine; Development and Evaluation of CMC Vane for NGSST Engine; Ceramic Combustor Design for ST5+ Microturbine Engine; CMC Combustor liner Design for a Model RAM Jet Engine; Burner Rig Test of Silicon Nitride Gas Turbine Nozzle
Materials for Advanced Battery and Energy Storage Systems (Batteries, Capacitors, Fuel Cells)Effect of Ni-AI Precursor Type on Fabrication and Properties of Tic-Ni3AI Composites; MMCs by Activated Melt Infiltration High Melting Alloys and Oxide Ceramics; Multifunctional Metal-Ceramic Composites by Solid Free Forming (SFF); Solid Freeform Fabrication of a Piezoelectric Ceramic Torsional Actuator Motor; Centrifugal Sintering; Alumina-Based Functionally Gradient Materials by Centrifugal Molding Technology Investigation of a Novel Air Brazing Composition for High Temperature, Oxidation-Resistant Ceramic JoiningJoining of Advanced Structural Materials by Plastic Deformation; Mechanical Performance of Advanced Ceramic Parts Joined by Plastic Flow; Physical Characterization of Transparent PUT Ceramics Prepared by Electrophoretic Deposition; Fabrication of Microstructured Ceramics by Electrophoretic Deposition of Optimized Suspensions; low Cost Process for Mullite Utilizing Industrial Wastes as Starting Raw Material; Low-Cost Processing of Fine Grained Transparent Yttrium Aluminum Garnet Gas-Pressure Sintering of Silicon Nitride with Lutetia AdditiveUse of Combustion Synthesis in Preparing Ceramic Matrix and Metal-Matrix Composite Powders; Mechanical Reliability of Si3N4; Correlation of Finite Element with Experimental Results of the Small-Scale Vibration Response of a Damaged Ceramic Beam; Macro-Micro Stress Analysis of Porous Ceramics by Homogenization Method; X-Ray and Neutron Diffraction Studies on a Functionally-Graded Ti3SiC2-Tic System; Modeling of Transient Thermal Damage in Ceramics for Cannon Bore Applications; Strengthening of Ceramics by Shot Peening Solid Oxide Fuel CellsDOE FE Distributed Generation Program; lanthanum Gallate Electrolyte for Intermediate Temperature; Solid Oxide Fuel Cell Development at Forschungszentrum Juelich; Development of MOLB Type SOFC; Development of Advanced Co-Fired Planar Solid Oxide Fuel Cells with High Strength; Electrophoresis: An Appropriate Manufacturing Technique for Intermediate Temperature Solid Oxide Fuel Cells; Microstructure-Performance Relationships in LSM-YSZ Cathodes; Role of Cathode in Single Chamber SOFC; Morphology Control of SOFC Electrodes by Mechano-Chemical Bonding Technique Improved SOFC Cathodes and Cathode Contact Layers |
| Record Nr. | UNINA-9910830958103321 |
| Westerville, OH, : American Ceramic Society, c2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
28th International Conference on Advanced Ceramics and Composites [[electronic resource] ] : a collection of papers presented at the 28th International Conference and Exposition on Advanced Ceramics and Composites held in conjunction with the 8th International Symposium on Ceramics in Energy Storage and Power Conversion Systems : January 25-30, 2004, Cocoa Beach, Florida . B / / Edgar Lara-Curzio, Michael J. Readey, editors
| 28th International Conference on Advanced Ceramics and Composites [[electronic resource] ] : a collection of papers presented at the 28th International Conference and Exposition on Advanced Ceramics and Composites held in conjunction with the 8th International Symposium on Ceramics in Energy Storage and Power Conversion Systems : January 25-30, 2004, Cocoa Beach, Florida . B / / Edgar Lara-Curzio, Michael J. Readey, editors |
| Pubbl/distr/stampa | Westerville, OH, : American Ceramic Society, c2004 |
| Descrizione fisica | 1 online resource (672 p.) |
| Disciplina |
620.14
666 |
| Altri autori (Persone) |
Lara-CurzioEdgar <1963->
ReadeyMichael J |
| Collana | Ceramic engineering & science proceedings |
| Soggetto topico |
Composite materials
Ceramic materials Structural analysis (Engineering) |
| ISBN |
1-282-31370-3
9786612313707 0-470-29119-2 0-470-29158-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
28th International Conference on Advanced Ceramics and Composites:B; Contents; Preface; Mechanical Properties of Engineering Ceramics, Composites and Aerospace Materials; Properties of Rare Earth Oxynitride Glasses and the Implications for High Temperature Behaviour of Silicon Nitride Ceramics; Mechanical Properties of Porous Silicon Nitride From Fine/coarse Powder Mixture; Production and Characterization of Ultra Refractory HfB2-Sic Composites; Sintering Behavior of Dense Nanocrystalline Zirconia Ceramics: A Comparative Investigation
Direct Evaluation of Local Thermal Conduction in Silicon Nitrides with Enhanced Grain GrowthMechanical Properties of Pressureless Sintered SiC-AIN Composites Obtained Without Sintering Bed; The Influence of Beta Eucryptite Glassceramics on the Structure and Main Properties of Alumina Ceramics; Mechanical Behavior of Sic-Polycrystalline Fiber-Bonded-Ceramics; Design, Manufacture and Quality Assurance of C/C-Sic Composites for Space Transportation Systems; Effect of Fabrication Process on Internal Friction of SiC/SiC Composites Effect of lnterphase on Transthickness Tensile Strength of High-Purity Silicon Carbide CompositesThrough-Thickness Properties of 2D Woven SiC/SiC Panels with Various Microstructures; An Assessment of Variabitity in the Average Tensile Properties of a Melt-Infiltrated SiC/SiC Composite; Net Shape Manufacturing of Fabric Reinforced Oxide/Oxide Components via Resin Transfer Moulding and Pyrolysis; In Situ Reaction Deposition Coating of LaPO4 ON AI2O3 Fabric Cloth for AI2O3/AI2O3 Composites; Effect of Alkali Choice on Geopolymer Properties Thermal Shock Resistance of NEXTELTM6I0 and NEXTELTM720 Continuous Fiber-Reinforced Mullite Matrix CompositesTensile Properties of NextelTM 720-Based Tows and Minicomposites Subjected to High-Temperature Soaking; Effect of Monazite Coating on Tensile Behavior of NextelTM 720 Fibers at High Temperatures; BN lnterphase Processed by LP-CVD from Tris(Dimethylamino)Borane and Characterized Using SiC/SiC Minicomposites; Oxidation Effects on Mechanical and Electrical Properties of Electroconductive Ceramic Composites Oxidation Kinetics and Strength Degradation of Carbon Fibers in a Cracked Ceramic Matrix CompositeMechanical Behavior and Oxidation-Resistance of an Orthogonal 3D β-SIC Fiber/Carbon Matrix Composite; Mechanical Properties of Ceramic Matrix Composites Exposed to Rig Tests; Composition and Microstructural Design for Improved Wear Properties in SiAlON Ceramics; Plasma-Treated Silicon Nitrides Exhibiting Ultra-Low Friction; Tribological Properties of Si3N4 / Si3N4-BN Alternate Layered Composites; A Motorcycle Brake System with C/C-SiC Composite Brake Discs The Tribological Property Effects of Graphite Within a Composite Pad-Cast Iron Braking System |
| Record Nr. | UNINA-9910841376203321 |
| Westerville, OH, : American Ceramic Society, c2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
28th International Conference on Advanced Ceramics and Composites [[electronic resource] ] : a collection of papers presented at the 28th International Conference and Exposition on Advanced Ceramics and Composites held in conjunction with the 8th International Symposium on Ceramics in Energy Storage and Power Conversion Systems : January 25-30, 2004, Cocoa Beach, Florida . A / / Edgar Lara-Curzio, Michael J. Readey, editors
| 28th International Conference on Advanced Ceramics and Composites [[electronic resource] ] : a collection of papers presented at the 28th International Conference and Exposition on Advanced Ceramics and Composites held in conjunction with the 8th International Symposium on Ceramics in Energy Storage and Power Conversion Systems : January 25-30, 2004, Cocoa Beach, Florida . A / / Edgar Lara-Curzio, Michael J. Readey, editors |
| Pubbl/distr/stampa | Westerville, OH, : American Ceramic Society, c2004 |
| Descrizione fisica | 1 online resource (633 p.) |
| Disciplina |
600
620.14 |
| Altri autori (Persone) |
Lara-CurzioEdgar <1963->
ReadeyMichael J |
| Collana | Ceramic engineering & science proceedings |
| Soggetto topico |
Composite materials
Ceramic materials Structural analysis (Engineering) |
| ISBN |
1-282-31408-4
9786612314087 0-470-29118-4 0-470-29157-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
28th International Lonterence on Advanced Ceramics and Composites: A; Contents; Preface; 28th International Lonterence on Advanced Ceramics and Composites: A; Ceramics and Components in Energy Conversion Systems; Ceramic Components in Gas Turbine Engines: Why Has It Taken So long?; Development of the 8000 KW Class Hybrid Gas Turbine; Development and Evaluation of CMC Vane for NGSST Engine; Ceramic Combustor Design for ST5+ Microturbine Engine; CMC Combustor liner Design for a Model RAM Jet Engine; Burner Rig Test of Silicon Nitride Gas Turbine Nozzle
Materials for Advanced Battery and Energy Storage Systems (Batteries, Capacitors, Fuel Cells)Effect of Ni-AI Precursor Type on Fabrication and Properties of Tic-Ni3AI Composites; MMCs by Activated Melt Infiltration High Melting Alloys and Oxide Ceramics; Multifunctional Metal-Ceramic Composites by Solid Free Forming (SFF); Solid Freeform Fabrication of a Piezoelectric Ceramic Torsional Actuator Motor; Centrifugal Sintering; Alumina-Based Functionally Gradient Materials by Centrifugal Molding Technology Investigation of a Novel Air Brazing Composition for High Temperature, Oxidation-Resistant Ceramic JoiningJoining of Advanced Structural Materials by Plastic Deformation; Mechanical Performance of Advanced Ceramic Parts Joined by Plastic Flow; Physical Characterization of Transparent PUT Ceramics Prepared by Electrophoretic Deposition; Fabrication of Microstructured Ceramics by Electrophoretic Deposition of Optimized Suspensions; low Cost Process for Mullite Utilizing Industrial Wastes as Starting Raw Material; Low-Cost Processing of Fine Grained Transparent Yttrium Aluminum Garnet Gas-Pressure Sintering of Silicon Nitride with Lutetia AdditiveUse of Combustion Synthesis in Preparing Ceramic Matrix and Metal-Matrix Composite Powders; Mechanical Reliability of Si3N4; Correlation of Finite Element with Experimental Results of the Small-Scale Vibration Response of a Damaged Ceramic Beam; Macro-Micro Stress Analysis of Porous Ceramics by Homogenization Method; X-Ray and Neutron Diffraction Studies on a Functionally-Graded Ti3SiC2-Tic System; Modeling of Transient Thermal Damage in Ceramics for Cannon Bore Applications; Strengthening of Ceramics by Shot Peening Solid Oxide Fuel CellsDOE FE Distributed Generation Program; lanthanum Gallate Electrolyte for Intermediate Temperature; Solid Oxide Fuel Cell Development at Forschungszentrum Juelich; Development of MOLB Type SOFC; Development of Advanced Co-Fired Planar Solid Oxide Fuel Cells with High Strength; Electrophoresis: An Appropriate Manufacturing Technique for Intermediate Temperature Solid Oxide Fuel Cells; Microstructure-Performance Relationships in LSM-YSZ Cathodes; Role of Cathode in Single Chamber SOFC; Morphology Control of SOFC Electrodes by Mechano-Chemical Bonding Technique Improved SOFC Cathodes and Cathode Contact Layers |
| Record Nr. | UNINA-9910841376803321 |
| Westerville, OH, : American Ceramic Society, c2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li G. Q |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (386 p.) |
| Disciplina | 624.1773 |
| Altri autori (Persone) | LiJin-Jun <1973-> |
| Soggetto topico |
Steel, Structural
Structural analysis (Engineering) Structural frames |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-90084-9
9786610900848 0-470-31994-1 0-470-31993-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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
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 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; 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 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 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 6.1.1 Hysteretic Model of Steel Stress-Strain Relationship |
| Record Nr. | UNINA-9910143589803321 |
Li G. Q
|
||
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li G. Q |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (386 p.) |
| Disciplina | 624.1773 |
| Altri autori (Persone) | LiJin-Jun <1973-> |
| Soggetto topico |
Steel, Structural
Structural analysis (Engineering) Structural frames |
| ISBN |
1-280-90084-9
9786610900848 0-470-31994-1 0-470-31993-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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
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 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; 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 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 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 6.1.1 Hysteretic Model of Steel Stress-Strain Relationship |
| Record Nr. | UNINA-9910830718703321 |
|
Li G. Q
|
||
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li G. Q |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (386 p.) |
| Disciplina | 624.1773 |
| Altri autori (Persone) | LiJin-Jun <1973-> |
| Soggetto topico |
Steel, Structural
Structural analysis (Engineering) Structural frames |
| ISBN |
1-280-90084-9
9786610900848 0-470-31994-1 0-470-31993-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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
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 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; 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 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 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 6.1.1 Hysteretic Model of Steel Stress-Strain Relationship |
| Record Nr. | UNINA-9910841165103321 |
|
Li G. Q
|
||
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li, Guo-Qiang |
| Pubbl/distr/stampa | Chichester : John Wiley and Sons, c2007 |
| Descrizione fisica | xv, 368 p. : ill ; 25 cm |
| Disciplina | 624.1773 |
| Altri autori (Persone) | Li, Jin-Jun, 1973-author |
| Soggetto topico |
Steel, Structural
Structural frames Structural analysis (Engineering) |
| ISBN | 9780470030615 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISALENTO-991000433819707536 |
|
Li, Guo-Qiang
|
||
| Chichester : John Wiley and Sons, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
| ||
Advanced computational methods in Structural engineering : by utilizing multiprocessors / Semih Ozmen
| Advanced computational methods in Structural engineering : by utilizing multiprocessors / Semih Ozmen |
| Autore | Őzmen, Semih |
| Pubbl/distr/stampa | Saarbrucken (Germany) : LAP LAMBERT, 2011 |
| Descrizione fisica | viii, 107 p. : ill. ; 22 cm |
| Disciplina | 624.1 |
| Soggetto topico |
Structural engineering
Structural analysis (Engineering) |
| ISBN | 9783846598702 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISALENTO-991003981059707536 |
|
Őzmen, Semih
|
||
| Saarbrucken (Germany) : LAP LAMBERT, 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
| ||
Advanced methods of structural analysis : strength, stability, vibration / / Igor A. Karnovsky, Olga Lebed
| Advanced methods of structural analysis : strength, stability, vibration / / Igor A. Karnovsky, Olga Lebed |
| Autore | Karnovskiĭ I. A (Igor' Alekseevich) |
| Edizione | [Second edition.] |
| Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2021] |
| Descrizione fisica | 1 online resource (824 pages) |
| Disciplina | 624.171 |
| Soggetto topico | Structural analysis (Engineering) |
| ISBN | 3-030-44394-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface to the Second Edition -- Preface to the First Edition -- Contents -- Introduction -- The Subject and Purposes of the Structural Mechanics -- Modeling of Engineering Structures and Principal Assumptions -- Design Diagram -- Idealization of Material Properties -- Load Idealization -- The Location of Points at Which Forces Are Applied to the Body -- The Nature of Change of Forces in the Process of Their Application -- The Nature of the Dependence of Forces on the Deformation of the Structure -- Duration of the Influence of Loads on Structures -- Idealization of the Structure as a Whole -- Types of Structures -- Modeling of Structural Members -- Features of Some Loads and Their Load Path -- Simplest Industrial Building -- Specific Loads -- Load Combination -- Types of Analysis and Particular Assumptions -- Fundamental Approaches of Linear Static Analysis -- Part I: Statically Determinate Structures -- Chapter 1: Kinematical Analysis of Structures -- 1.1 Classification of Structures by Kinematical Viewpoint -- 1.2 Generation of Geometrically Unchangeable Structures -- 1.2.1 Required and Redundant Constraints -- 1.2.2 Constraint Replacing -- 1.3 Analytical Criteria of the Instantaneously Changeable Structures -- 1.4 Degrees of Freedom -- 1.5 Null Load Method -- Problems -- Chapter 2: The Simplest Beams: Theory of Influence Lines -- 2.1 General -- 2.2 Analytical Method for Construction of Influence Lines -- 2.2.1 Influence Lines for Reactions -- 2.2.1.1 Simply Supported Beam -- Influence Line for RA -- Influence Line for RB -- 2.2.1.2 Simply Supported Beam with Overhang -- 2.2.1.3 Cantilevered Beam -- The Vertical Reaction RA -- The Moment M0 at Support A -- 2.2.2 Influence Lines for Internal Forces -- 2.2.2.1 Bending Moment Mk -- Load P = 1 is Located to the Left of Section k -- Load P = 1 is Located to the Right of Section k.
2.2.2.2 Influence Line Qk -- 2.2.2.3 Discussion -- Bending Moment M1 and Shear Force Q1 -- Shear Force Q2 and Bending Moment M2 (Fig. 2.10) -- 2.3 Application of Influence Lines for Fixed and Moving Loads -- 2.3.1 Fixed Loads -- 2.3.1.1 Concentrated Loads -- 2.3.1.2 Uniformly Distributed Load -- 2.3.1.3 Couple -- 2.3.1.4 Nonuniform Distributed Load -- Summary -- 2.3.2 Moving Loads -- 2.3.2.1 Influence Line Forms a Triangle -- 2.3.2.2 Influence Line Forms a Polygon -- 2.3.3 Envelope Diagrams of Internal Forces -- 2.3.3.1 The Beam is Loaded by Single Moving Load P (Fig. 2.16a) -- 2.3.3.2 The Beam is Loaded by Set of Connected Moving Loads P -- 2.3.4 Absolute Maximum of Bending Moment -- 2.4 Indirect Load Application -- 2.5 Kinematical Method for Construction of Influence Lines -- 2.5.1 Influence Line for Bending Moment at Section k, IL(Mk) -- 2.5.2 Influence Line for Shear Force at Section k, IL(Qk) -- 2.5.3 Conclusion -- 2.6 Combining of Fixed and Moving Load Approaches -- 2.7 Properties of Influence Lines -- Problems -- Chapter 3: Multispan Hinged Beams and Frames -- 3.1 Generation of Multispan Hinged Beams -- 3.2 Interaction Diagrams and Load Path -- 3.3 Fixed Load Method for Beams -- 3.4 Influence Lines for Reactions and Internal Forces -- 3.4.1 Static Approach -- 3.4.1.1 Influence Line for RD -- 3.4.1.2 Influence Lines for Shear Qk, and Bending Moment Mk at Section k -- 3.4.1.3 Influence Lines for Shear Qn, and Bending Moment Mn at Section n -- 3.4.1.4 Influence Lines for Shear Qs, and Bending Moment Ms at Section s -- 3.4.1.5 Summary -- 3.4.2 Kinematical Approach -- 3.4.2.1 Influence Line for RA -- 3.4.2.2 Influence Line for RB -- 3.4.2.3 Influence Line for Mi -- 3.4.3 Indirect Load Application -- 3.4.3.1 Influence Line for RA (Fig. 3.11c) -- 3.4.3.2 Influence Line for Mk (Fig. 3.11d) -- 3.4.3.3 Discussion -- 3.5 Fixed Load Method for Frames. Summary -- Problems -- Chapter 4: Plane Trusses -- 4.1 General -- 4.1.1 Classification of the Plane Trusses -- 4.1.2 Assumptions and Design Diagram -- Discussion -- 4.2 The Generation of Statically Determinate Trusses -- 4.2.1 Simple Trusses -- 4.2.2 Compound Trusses -- 4.2.3 Complex Trusses -- 4.3 Simple Trusses: Fixed Loads -- 4.3.1 Analytical Methods of Analysis -- 4.3.1.1 Method of Joint Isolation -- 4.3.1.2 Method of Through Sections (Ritter´s Method) -- 4.3.1.3 Special Cases -- 4.3.2 Maxwell-Cremona Diagram -- 4.4 Simple Trusses: Influence Line Method-Static Approach -- 4.5 Trusses with Subdivided Panels -- 4.5.1 Main and Auxiliary Trusses and Load Path -- 4.5.1.1 Kinematical Analysis -- 4.5.2 Single-Tiered Auxiliary Trusses -- 4.5.3 Two-Tiered Auxiliary Trusses -- Discussion -- 4.6 Special Types of Trusses -- 4.6.1 Three-Hinged Trusses -- 4.6.2 Trusses with a Hinged Chain -- 4.6.2.1 Reaction of Supports and Internal Forces -- 4.6.2.2 Discussion -- 4.7 Kinematical Method for Construction of Influence Lines -- 4.8 Complex Trusses -- 4.8.1 Substitution Bar Method -- Discussion -- 4.8.2 Closed Section Method -- 4.8.3 Summary -- Problems -- Chapter 5: Space Frameworks -- 5.1 General Assumptions -- 5.2 Classification of the Space Frameworks -- 5.2.1 Method of Formation -- 5.2.2 Three-Dimensional Engineering Rod Structures -- 5.3 Space Framework Supports -- 5.4 Kinematical Analysis of Space Frameworks -- 5.4.1 Attached and Released Frameworks -- 5.4.1.1 Spatial Trusses Attached to Supports -- 5.4.1.2 Spatial Trusses Separated from Supports -- 5.4.2 Improper Connections of 3-D Structures -- 5.4.3 Meshwork Structures -- 5.4.3.1 Cauchy Theorem -- 5.5 Static Analysis of 3-D Structures -- 5.5.1 General -- 5.5.1.1 Zero Rod Cases -- 5.5.1.2 Method of Sections -- 5.5.2 Meshwork Structures -- 5.5.3 Compound Space Frameworks. 5.5.4 Complex Space Frameworks: The Rod Replacement Method -- Discussion -- 5.5.5 Schwedler Dome -- 5.5.5.1 Design Diagram of Dome -- 5.5.5.2 Kinematical Analysis -- 5.5.5.3 Features of Schwedler Structure -- 5.5.5.4 Decomposing of Space Framework to Plane Trusses -- Problems -- Chapter 6: Three-Hinged Arches -- 6.1 Preliminary Remarks -- 6.1.1 Design Diagram of Three-Hinged Arch -- 6.1.2 Peculiarities of the Arches -- 6.1.3 Geometric Parameters of Circular and Parabolic Arches -- 6.1.3.1 Circular Arch -- 6.1.3.2 Parabolic Arch -- 6.2 Internal Forces -- 6.2.1 Concept of Substitute Beam -- 6.2.1.1 Analysis of Formulae (6.8) and (6.10) -- 6.2.2 Numerical Example -- 6.2.3 Maximum Economy Arches -- 6.3 Influence Lines for Reactions and Internal Forces -- 6.3.1 Influence Lines for Reactions -- 6.3.2 Influence Lines for Internal Forces -- 6.3.2.1 Bending Moment -- 6.3.2.2 Shear Force -- 6.3.2.3 Axial Force -- 6.3.2.4 Features of the Influence Lines for Internal Forces -- 6.3.3 Application of Influence Lines -- 6.3.3.1 Reactions of Supports -- 6.3.3.2 Internal Forces in Section k -- 6.4 Nil Point Method for Construction of Influence Lines -- 6.4.1 Bending Moment -- 6.4.2 Shear Force -- 6.4.3 Axial Force -- 6.5 Special Types of Arches -- 6.5.1 Askew Arch -- 6.5.1.1 Reactions and Bending Moment at Section k -- 6.5.1.2 Influence Lines for Thrust and Bending Moment Mk -- 6.5.2 Parabolic Arch with Complex Tie -- 6.5.2.1 Reactions and Bending Moment at Section k -- 6.5.2.2 Influence Lines for Thrust and Bending Moment at Section k -- Problems -- Chapter 7: Cables -- 7.1 Preliminary Remarks -- 7.1.1 Direct and Inverse Problems -- 7.1.2 Fundamental Relationships -- 7.2 Cable with Neglected Self-Weight -- 7.2.1 Cables Subjected to Concentrated Load -- 7.2.1.1 Thrust-Shape Problem -- 7.2.1.2 Length-Thrust Problem -- 7.2.2 Cable Subjected to Uniformly Distributed Load. 7.2.2.1 Thrust-Shape Problem -- 7.2.2.2 Length-Thrust Problem -- Approximate Solution of Length Determination -- Exact Solution of the Length Determination -- 7.3 Effect of Arbitrary Load on the Thrust and Sag -- 7.4 Cable with Self-Weight -- 7.4.1 Fundamental Relationships -- 7.4.2 Cable with Supports Located at the Same Level -- 7.4.3 Cable with Supports Located on Different Elevations -- 7.4.3.1 Saddle Point Within the Span -- 7.4.3.2 Saddle Point Outside of the Span -- 7.5 Comparison of Parabolic and Catenary Cables -- 7.6 Effect of Axial Stiffness -- 7.6.1 Elastic Cable with Concentrated Load -- 7.6.2 Elastic Cable with Uniformly Distributed Load -- Problems -- Chapter 8: Deflections of Elastic Structures -- 8.1 Introduction -- 8.2 Double Integration Method -- Conclusion -- 8.3 Initial Parameter Method -- 8.3.1 Universal Equation of Elastic Curve of a Beam -- 8.3.2 Beam Subjected to Settlement of Supports -- 8.3.3 Beams with Intermediate Hinge -- 8.4 Conjugate Beam Method -- Summary -- Short History (Bernshtein 1957) -- 8.5 Strain Energy Methods -- 8.5.1 Fundamental Concepts -- 8.5.1.1 The Work Performed by External Forces in Terms of External Forces and Displacements -- 8.5.1.2 The Work Performed by External Forces in Terms of Internal Forces -- 8.5.2 Work-Energy Principle -- Summary -- 8.5.3 Castigliano´s Theorem -- Short Historical Remarks -- 8.5.4 Principle of Least Work (Menabrea Principle) -- Strain Energy Methods: Summary -- Short Historical Remarks -- 8.6 Maxwell-Mohr Method (Dummy Load Method) -- 8.6.1 Deflections Due to Fixed Loads -- 8.6.2 Deflections Due to Change of Temperature -- Summary -- 8.7 Displacement Due to Settlement of Supports and Errors of Fabrication -- Discussion -- 8.8 Graph Multiplication Method -- Discussion -- 8.9 Elastic Load Method -- Discussion -- Summary -- 8.10 Reciprocal Theorems. 8.10.1 Reciprocal Work Theorem (Betti´s Theorem). |
| Record Nr. | UNINA-9910485028403321 |
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Karnovskiĭ I. A (Igor' Alekseevich)
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| Cham, Switzerland : , : Springer, , [2021] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Advances and trends in structures and dynamics : papers presented at the Symposium on Advances and Trends in Structures and Dynamics, held 22-25 October 1984, Washington, D. C. / / guest editors, Ahmed K. Noor and Robert J. Hayduk
| Advances and trends in structures and dynamics : papers presented at the Symposium on Advances and Trends in Structures and Dynamics, held 22-25 October 1984, Washington, D. C. / / guest editors, Ahmed K. Noor and Robert J. Hayduk |
| Pubbl/distr/stampa | Elmsford, New York : , : Pergamon Press, , 1985 |
| Descrizione fisica | 1 online resource (668 p.) |
| Disciplina | 624.17 |
| Soggetto topico |
Structural analysis (Engineering)
Structural dynamics |
| ISBN | 1-4831-5006-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Advances and Trends in Structures and Dynamics; Copyright Page; Table of Contents; PREFACE; PART 1: TRENDS IN ENGINEERING SOFTWARE AND HARDWARE; CHAPTER 1.KNOWLEDGE-BASED EXPERT SYSTEMS IN STRUCTURAL DESIGN; Abstract; INTRODUCTION; OVERVIEW OF KBES; OVERVIEW OF STRUCTURAL DESIGN PROCESS; PRELIMINARY DESIGN; ANALYSIS; DETAILED DESIGN; INTEGRATED SYSTEM; CONCLUSIONS; REFERENCES; CHAPTER 2.GENERATIVE ENGINEERING DATABASES-TOWARD EXPERT SYSTEMS; Abstract; INTRODUCTION; THE DESIGN PROCESS; DEVELOPMENTS TO DATA; DATABASE MANAGEMENT SYSTEMS; EXPERT SYSTEMS; DBMS EXTENSIONS; SUMMARY
REFERENCESCHAPTER 3.EVALUATION OF FINITE ELEMENT SYSTEM ARCHITECTURES; Abstract; INTRODUCTION; PARALLELISM AND PARALLEL PROCESSING IN THE FINITE ELEMENT METHOD; MODELING AND SCHEDULING A FINITE ELEMENT SYSTEM ARCHITECTURE; EXAMPLES; CONCLUSIONS; REFERENCES; CHAPTER 4.AUTOMATIC MESH GENERATION FOR THREE-DIMENSIONAL SOLIDS; Abstract; 1. INTRODUCTION; 2. MODIFIED-OCTREE ENCODING; 3. MESH GENERATION FROM MODIFIED-OCTREES; 4. MODIFIED-OCTREE MESH GENERATION FOR SUPERQUADRIC MODELS; 5. CONCLUDING REMARKS; REFERENCES; CHAPTER 5.COMPUTER LITERACY: MAINFRAME MONSTERS AND PACMAN; Abstract; INTRODUCTION THE ALGORITHMIC APPROACHCOMPUTER GRAPHICS; APPLICATION; CONCLUSION; REFERENCES; CHAPTER 6.STRUCTURAL COMPUTATIONS ON THE CEDAR SYSTEM; Abstract; 1. INTRODUCTION; 2. THE CEDAR ARCHITECTURE; 3. PARAFRASE; 4. TWO ELEMENTARY ALGORITHMS ON THE CEDAR; 5. A PRECONDITIONED C. G. SCHEME FOR THE 2-D LAPLACE EQUATION; 6. A DIRECT 3-D POISSON SOLVER ON THE CEDAR; REFERENCES; CHAPTER 7.SYSTOLIC ARRAYS FOR FINITE ELEMENT ANALYSIS; Abstract; INTRODUCTION; NOTATION FOR BANDED MATRICES; SYSTOLIC VLSI ARCHITECTURES; SYSTOLIC ALGORITHMS AND PRIMITIVE FUNCTIONAL MODULES; CONFIGURATION OF A FINITE ELEMENT SYSTEM SYSTOLIC NETWORKS FOR STIFFNESS METHOD OF FINITE ELEMENT ANALYSISSYSTOLIC NETWORK FOR NATURAL FACTOR APPROACH OF FINITE ELEMENT ANALYSIS; CONCLUDING REMARKS; REFERENCES; CHAPTER 8.ON THE DESIGN OF A PIPELINED/SYSTOLIC FINITE ELEMENT SYSTEM; Abstract; 1. INTRODUCTION; 2. PROBLEM SPECIFICATION; 3. THE GENERATION OF ELEMENTAL ARRAYS; 4. THE EFFECT OF BOUNDARY CONDITIONS; 5. SYSTEMS THAT EMPLOY DIRECT SOLVERS; 6. POSSIBLE IMPLEMENTATIONS FOR ASSEMB AND FACT; 7. SYSTEMS THAT EMPLOY ITERATIVE SOLVERS; 8. CONCLUSION; Acknowledgments; REFERENCES; CHAPTER 9.STRUCTURAL ANALYSIS ON THE FPS-164 INTRODUCTIONCOMPUTER-AIDED ENGINEERING (CAE); STRUCTURAL ANALYSIS COMPUTATION KERNELS; THE FPS-164; The FPS-164 HARDWARE; FPS-164 SOFTWARE; FAST MATRIX SOLUTION LIBRARY (FMSLIB); PERFORMANCE OF THE FPS-164; FUTURE TRENDS; SUMMARY; REFERENCES; PART 2:TRENDS IN NUMERICAL ANALYSIS AND PARALLEL ALGORITHMS; CHAPTER 10.A PROGRAM DESIGN FOR AN ADAPTIVE, NONLINEAR FINITE ELEMENT SOLVER; Abstract; 1. INTRODUCTION; 2. MATHEMATICAL BASIS OF THE DESIGN; 3. NFEARS CONTROL STRUCTURE; 4. NFEARS DATA STRUCTURE; REFERENCES; CHAPTER 11. ERROR ESTIMATES FOR NONLINEAR FINITE ELEMENT COMPUTATIONS; Abstract 1. INTRODUCTION |
| Record Nr. | UNINA-9910789584803321 |
| Elmsford, New York : , : Pergamon Press, , 1985 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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