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EBSCO_on1162196030 |
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OCoLC |
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20231017213018.0 |
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m o d |
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100512s2011 nyua ob 001 0 eng |
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|a 2020677016
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|a DLC
|b eng
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|c DLC
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| 019 |
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|a 785221915
|a 923657238
|a 1053882326
|a 1083559398
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|a 9781617286094
|q ebook
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|a 1617286095
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|z 9781617281044
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|a (OCoLC)1162196030
|z (OCoLC)785221915
|z (OCoLC)923657238
|z (OCoLC)1053882326
|z (OCoLC)1083559398
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|a 624.1/821
|2 22
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| 049 |
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|a UAMI
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| 245 |
0 |
0 |
|a Structural steel and castings :
|b shapes and standards, properties, and applications /
|c Lena M. Becker, editor.
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| 264 |
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1 |
|a Hauppauge, N.Y. :
|b Nova Science Publishers,
|c c2011.
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| 300 |
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|a 1 online resource.
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| 336 |
|
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 490 |
1 |
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|a Engineering tools, techniques and tables
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| 504 |
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|a Includes bibliographical references and index.
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| 588 |
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|a Description based on print version record and CIP data provided by publisher.
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| 505 |
0 |
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|a ""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""
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| 505 |
8 |
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|a ""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""
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| 505 |
8 |
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|a ""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""
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| 505 |
8 |
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|a ""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""
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| 505 |
8 |
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|a ""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""
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| 546 |
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|a English.
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| 590 |
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|a eBooks on EBSCOhost
|b EBSCO eBook Subscription Academic Collection - Worldwide
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| 650 |
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0 |
|a Steel, Structural.
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| 650 |
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0 |
|a Steel castings.
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| 650 |
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6 |
|a Acier de construction.
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| 650 |
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6 |
|a Aciers moulés.
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| 650 |
|
7 |
|a structural steel.
|2 aat
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| 650 |
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7 |
|a TECHNOLOGY & ENGINEERING
|x Structural.
|2 bisacsh
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| 650 |
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7 |
|a Steel castings
|2 fast
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| 650 |
|
7 |
|a Steel, Structural
|2 fast
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| 700 |
1 |
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|a Becker, Lena M.
|
| 776 |
0 |
8 |
|i Print version:
|t Structural steel and castings
|d Hauppauge, N.Y. : Nova Science Publishers, c2011.
|z 9781617281044 (hardcover)
|w (DLC) 2010017743
|
| 830 |
|
0 |
|a Engineering tools, techniques and tables.
|
| 856 |
4 |
0 |
|u https://ebsco.uam.elogim.com/login.aspx?direct=true&scope=site&db=nlebk&AN=443074
|z Texto completo
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|b EBLB
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|a ebrary
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|a YBP Library Services
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