Cargando…
Ductile Design of Steel Structures, 2nd Edition /
Up-to-date hacks that will breathe life into your Arduino and Raspberry Pi creations! This intuitive DIY guide shows how to wire, disassemble, tweak, and re-purpose household devices and integrate them with your Raspberry Pi and Arduino inventions. Packed with full-color illustrations, photos, and d...
| Clasificación: | Libro Electrónico |
|---|---|
| Autores principales: | , , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
New York, N.Y. :
McGraw-Hill Education,
[2011].
|
| Edición: | 2nd edition. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000nam a2200000 i 4500 | ||
|---|---|---|---|
| 001 | MGH_AEscn00100313 | ||
| 003 | IN-ChSCO | ||
| 005 | 20171020123256.0 | ||
| 006 | m||||||||||||||||| | ||
| 007 | cr |n||||||||n | ||
| 008 | 171020s2011||||nyu|||||o|||||||||||eng|| | ||
| 010 | |a 2011456058 | ||
| 020 | |a 9780071625234 (e-ISBN) | ||
| 020 | |a 0071625232 (e-ISBN) | ||
| 020 | |a 9780071623957 (print-ISBN) | ||
| 020 | |a 0071623957 (print-ISBN) | ||
| 035 | |a (OCoLC)870092933 | ||
| 040 | |a IN-ChSCO |b eng |e rda | ||
| 041 | 0 | |a eng | |
| 050 | 4 | |a TA684 | |
| 072 | 7 | |a ARC |x 009000 |2 bisacsh | |
| 072 | 7 | |a TEC |x 005000 |2 bisacsh | |
| 082 | 0 | 4 | |a 624.1/821 |2 23 |
| 100 | 1 | |a Bruneau, Michel, |e author. | |
| 245 | 1 | 0 | |a Ductile Design of Steel Structures, 2nd Edition / |c Michel Bruneau, Chia-Ming Uang, Rafael E. Sabelli. |
| 246 | 1 | 0 | |a Ductile Design of Steel Structures, Second edition |
| 250 | |a 2nd edition. | ||
| 264 | 1 | |a New York, N.Y. : |b McGraw-Hill Education, |c [2011]. | |
| 264 | 4 | |c ?2011. | |
| 300 | |a 1 online resource (880 pages) : |b 450 illustrations. | ||
| 336 | |a text |2 rdacontent | ||
| 337 | |a computer |2 rdamedia | ||
| 338 | |a online resource |2 rdacarrier | ||
| 504 | |a Includes bibliographical references and index. | ||
| 505 | 0 | |a Contents -- Preface -- 1 Introduction -- References -- 2 Structural Steel -- 2.1 Introduction -- 2.2 Common Properties of Steel Materials -- 2.3 Plasticity, Hysteresis, Bauschinger Effects -- 2.4 Metallurgical Process of Yielding, Slip Planes -- 2.5 Brittleness in Welded Sections -- 2.6 Low-Cycle versus High-Cycle Fatigue -- 2.7 Material Models -- 2.8 Advantages of Plastic Material Behavior -- 2.9 Self-Study Problems -- References -- 3 Plastic Behavior at the Cross-Section Level -- 3.1 Pure Flexural Yielding -- 3.2 Combined Flexural and Axial Loading -- 3.3 Combined Flexural and Shear Loading -- 3.4 Combined Flexural, Axial, and Shear Loading -- 3.5 Pure Plastic Torsion: Sand-Heap Analogy -- 3.6 Combined Flexure and Torsion -- 3.7 Biaxial Flexure -- 3.8 Composite Sections -- 3.9 Self-Study Problems -- References -- 4 Concepts of Plastic Analysis -- 4.1 Introduction to Simple Plastic Analysis -- 4.2 Simple Plastic Analysis Methods -- 4.3 Theorems of Simple Plastic Analysis -- 4.4 Application of the Kinematic Method -- 4.5 Shakedown Theorem (Deflection Stability) -- 4.6 Yield Lines -- 4.7 Self-Study Problems -- References -- 5 Systematic Methods of Plastic Analysis -- 5.1 Number of Basic Mechanisms -- 5.2 Direct Combination of Mechanisms -- 5.3 Method of Inequalities -- 5.4 Self-Study Problems -- References -- 6 Applications of Plastic Analysis -- 6.1 Moment Redistribution Design Methods -- 6.2 Capacity Design -- 6.3 Push-Over Analysis -- 6.4 Seismic Design Using Plastic Analysis -- 6.5 Global versus Local Ductility Demands -- 6.6 Displacement Compatibility of Nonductile Systems -- 6.7 Self-Study Problems -- References -- 7 Building Code Seismic Design Philosophy -- 7.1 Introduction -- 7.2 Need for Ductility in Seismic Design -- 7.3 Collapse Mechanism versus Yield Mechanism -- 7.4 Design Earthquake -- 7.5 Equivalent Lateral Force Procedure -- 7.6 Physical Meaning of Seismic Performance Factors -- 7.7 Capacity Design -- 7.8 Performance-Based Seismic Design Framework -- 7.9 Historical Perspective of Seismic Codes -- References -- 8 Design of Ductile Moment-Resisting Frames -- 8.1 Introduction -- 8.2 Basic Response of Ductile Moment-Resisting Frames to Lateral Loads -- 8.3 Ductile Moment-Frame Column Design -- 8.4 Panel Zone -- 8.5 Beam-to-Column Connections -- 8.6 Design of a Ductile Moment Frame -- 8.7 P-D Stability of Moment Resisting Frames -- 8.8 Design Example -- 8.9 Self-Study Problems -- References -- 9 Design of Ductile Concentrically Braced Frames -- 9.1 Introduction -- 9.2 Hysteretic Behavior of Single Braces -- 9.3 Hysteretic Behavior and Design of Concentrically Braced Frames -- 9.4 Other Concentric Braced-Frame Systems -- 9.5 Design Example -- 9.6 Self-Study Problems -- References -- 10 Design of Ductile Eccentrically Braced Frames -- 10.1 Introduction -- 10.2 Link Behavior. | |
| 505 | 0 | |a 10.3 EBF Lateral Stiffness and Strength -- 10.4 Ductility Design -- 10.5 Capacity Design of Other Structural Components -- 10.6 Design Example -- 10.7 Self-Study Problems -- References -- 11 Design of Ductile Buckling-Restrained Braced Frames -- 11.1 Introduction -- 11.2 Buckling-Restrained Braced Frames versus Conventional Frames -- 11.3 Concept and Components of Buckling-Restrained Brace -- 11.4 Development of BRBs -- 11.5 Nonductile Failure Modes -- 11.6 BRBF Configuration -- 11.7 Design of Buckling-Restrained Braces -- 11.8 Capacity Design of BRBF -- 11.9 Nonlinear Modeling -- 11.10 Design Example -- 11.11 Self-Study Problem -- References -- 12 Design of Ductile Steel Plate Shear Walls -- 12.1 Introduction -- 12.2 Behavior of Steel Plate Shear Walls -- 12.3 Analysis and Modeling -- 12.4 Design -- 12.5 Perforated Steel Plate Shear Walls -- 12.6 Design Example -- 12.7 Self-Study Problems -- References -- 13 Other Ductile Steel Energy Dissipating Systems -- 13.1 Structural Fuse Concept -- 13.2 Energy Dissipation Through Steel Yielding -- 13.3 Energy Dissipation Through Friction -- 13.4 Rocking Systems -- 13.5 Self-Centering Post-Tensioned Systems -- 13.6 Alternative Metallic Materials: Lead, Shape-Memory Alloys, and Others -- 13.7 Validation Quantification -- References -- 14 Stability and Rotation Capacity of Steel Beams -- 14.1 Introduction -- 14.2 Plate Elastic and Postelastic Buckling Behavior -- 14.3 General Description of Inelastic Beam Behavior -- 14.4 Inelastic Flange Local Buckling -- 14.5 Web Local Buckling -- 14.6 Inelastic Lateral-Torsional Buckling -- 14.7 Code Comparisons -- 14.8 Interaction of Beam Buckling Modes -- 14.9 Cyclic Beam Buckling Behavior -- 14.10 Self-Study Problem -- References -- Index. | |
| 520 | 3 | |a Up-to-date hacks that will breathe life into your Arduino and Raspberry Pi creations! This intuitive DIY guide shows how to wire, disassemble, tweak, and re-purpose household devices and integrate them with your Raspberry Pi and Arduino inventions. Packed with full-color illustrations, photos, and diagrams. | |
| 530 | |a Also available in print edition. | ||
| 533 | |a Electronic reproduction. |b New York, N.Y. : |c McGraw Hill, |d 2011. |n Mode of access: World Wide Web. |n System requirements: Web browser. |n Access may be restricted to users at subscribing institutions. | ||
| 538 | |a Mode of access: Internet via World Wide Web. | ||
| 546 | |a In English. | ||
| 588 | |a Description based on e-Publication PDF. | ||
| 650 | 0 | |a Building, Iron and steel. | |
| 650 | 0 | |a Steel, Structural |x Ductility. | |
| 650 | 0 | |a Structural design. | |
| 655 | 0 | |a Electronic books. | |
| 700 | 1 | |a Uang, Chia-Ming, |e author. | |
| 700 | 1 | |a Sabelli, S.E., Rafael, |e author. | |
| 776 | 0 | |c Print |z 9780071623957 | |
| 776 | 1 | 8 | |i Print version: |t Ductile Design of Steel Structures, Second edition, |d New York, N.Y. : McGraw Hill, |c [2011], |z 9780071623957 |
| 856 | 4 | 0 | |u https://accessengineeringlibrary.uam.elogim.com/content/book/9780071623957 |z Texto completo |