Structural steel and castings : shapes and standards, properties, and applications /
| Други автори: | Becker, Lena M. |
|---|---|
| Формат: | Електронна книга |
| Език: | English |
| Публикувано: |
Hauppauge, N.Y. :
Nova Science Publishers,
℗♭2011.
|
| Серия: |
Engineering tools, techniques and tables.
|
| Предмети: | |
| Онлайн достъп: |
http://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=443074 |
| Подобни документи: |
Print version::
Structural steel and castings. |
Съдържание:
- ""STRUCTURAL STEEL AND CASTINGS:SHAPES AND STANDARDS, PROPERTIESAND APPLICATIONS""; ""CONTENTS""; ""PREFACE""; ""REDUCED BEAM WEB (RBW) CONNECTIONSWITH CIRCULAR OPENINGS""; ""Abstract""; ""1. Introduction""; ""2. Cause of Failures""; ""3. Modification Methods""; ""4. Changing the Connection Configuration""; ""4.1. Reinforcing the Connection""; ""4.2. Weakening of the Beam Section""; ""5. Strength and Ductility of Rbw Connections with Circular Voids""; ""6. Finite Element Modelling""; ""7. Design Criterions""; ""8. Analytical Results""; ""8.1. Failure Modes""
- ""8.2. Behaviour of Rbw Connections Based on the Shear Yieldingof the Beam Web""""8.3. Behaviour of Rbw Connections Designed for the Second Design Criterion""; ""8.4. Behaviour of Rbw Connections Designed for the Third Design Criterion""; ""8.5. Comparison of the Three Design Criterions""; ""9. RBW Connection with Multiple and Different Size Voids""; ""9.1. Specimen Sac7""; ""9.2. Specimen Sac5""; ""9.3. Specimen Sac3""; ""9.4. Summary of Results""; ""10. Conclusion""; ""References""; ""RESEARCH ON STEEL PLATE SHEAR WALL:PAST, PRESENT AND FUTURE""; ""Abstract""; ""1. Introduction""
- ""2. Post-Buckling Strength of Shear Panel: “Diagonal TensionField Theory�""""3. Past Research on Steel Plate Shear Wall: “Analytical�""; ""3.1. Hysteresis Model""; ""3.2. Multi-Strip Model""; ""3.3. Equivalent (Story) Brace Model""; ""3.4. Multi-Angle Strip Model""; ""3.5. Cross Strip Model""; ""3.6. Plate-Frame Interaction Model""; ""3.7. Finite Element Model""; ""4. Past Research on Steel Plate Shear Wall: “Experimental�""; ""4.1. Research on Stiffened SPSW""; ""4.2. Quasi-Static Cyclic Tests""; ""4.3. Shake Table Tests on SPSW""; ""5. Design and Analysis Methods""
- ""5.1. Plastic Analysis""""5.2. Plastic Design of Steel Plate Shear Walls""; ""5.3. Performance Based Design of Steel Plate Shear Walls""; ""6. Design Code Provisions for SPSW""; ""6.1. Provisions in the Canadian Standard""; ""6.2. Provisions in US Standards""; ""7. Recent Developments""; ""7.1. Capacity Design of Boundary Elements""; ""7.2. Modified Strip Model of SPSW""; ""7.3. Tests on Full-Scale SPSW Specimens""; ""7.4. Comparison with Moment Resisting Frames and Concentrically BracedFrames""; ""7.5. Special Perforated SPSW and SPSW with Cut-Out Corners""
- ""7.6. Steel Plate Shear Walls with Various Configurations of Infill Plate""""7.7. Use of Light-Gauge and Cold-Rolled Infill Panels""; ""7.8. Smart and Resilient Steel Walls""; ""8. Application of SPSW""; ""9. Future Needs in SPSW Research""; ""10. Conclusions""; ""Acknowledgements""; ""References""; ""RECENT ADVANCES ON DESIGNOF SHEAR CONNECTIONS""; ""Abstract""; ""Introduction""; ""Moment of Shear Connections""; ""Double-Angle Shear Connections""; ""End-Plate Shear Connections""; ""Summary of Connection Moments""; ""Double-Angle Shear Connections with Short Outstanding Legs""