MARC ayrıntıları
| 000 -LEADER |
|---|
| fixed length control field |
20438nam a2200349 i 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
110701s2012 fluabf b 001 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
|---|
| LC control number |
2011022828 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
9781439850893 |
| Qualifying information |
(alk. paper) |
|
|---|
| International Standard Book Number |
1439850895 |
| Qualifying information |
(alk. paper) |
| 035 ## - SYSTEM CONTROL NUMBER |
|---|
| System control number |
(OCoLC)617637762 |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
DLC |
| Transcribing agency |
DLC |
| Modifying agency |
YDX |
| -- |
BTCTA |
| -- |
YDXCP |
| -- |
UKMGB |
| -- |
CDX |
| 049 ## - LOCAL HOLDINGS (OCLC) |
|---|
| Holding library |
BAUN_MERKEZ |
| 050 04 - LIBRARY OF CONGRESS CALL NUMBER |
|---|
| Classification number |
TH845 |
| Item number |
.T334 2012 |
| 082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER |
|---|
| Edition number |
23 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Taranath, Bungale S |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Structural analysis and design of tall buildings : |
| Remainder of title |
steel and composite construction / |
| Statement of responsibility, etc |
Bungale S. Taranath |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
Boca Raton, FL. : |
| Name of producer, publisher, distributor, manufacturer |
CRC Press, |
| Date of production, publication, distribution, manufacture, or copyright notice |
[2012] |
|
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
©2012 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
liii, 635 pages, [32] pages of plates : |
| Other physical details |
illustrations (some color), maps ; |
| Dimensions |
26 cm |
| 336 ## - CONTENT TYPE |
|---|
| Content Type Term |
text |
| Content Type Code |
txt |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
|---|
| Media Type Term |
unmediated |
| Media Type Code |
unmediated |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
|---|
| Carrier Type Term |
volume |
| Carrier Type Code |
volume |
| Source |
rdacarrier |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
|---|
| Bibliography, etc |
Includes bibliographical references and index |
| 505 00 - FORMATTED CONTENTS NOTE |
|---|
| Title |
Contents |
| -- |
List of Figures |
| -- |
List of Tables |
| -- |
Foreword |
| -- |
ICC Foreword |
| -- |
Preface |
| -- |
Acknowledgments |
| -- |
Special Acknowledgment |
| -- |
Author |
| -- |
chapter 1 Lateral Load Resisting Systems for Steel Buildings |
| -- |
Preview |
| -- |
1.1. Rigid Frames |
| -- |
1.1.1. Frames with Partially Rigid Connections |
| -- |
1.1.2. Review of Connection Behavior |
| -- |
1.1.2.1. Connection Classification |
| -- |
1.1.2.2. Connection Strength |
| -- |
1.1.2.3. Connection Ductility |
| -- |
1.1.2.4. Structural Analysis and Design |
| -- |
1.1.3. Beam Line Concept |
| -- |
1.2. Frames with Fully Restrained Connections |
| -- |
1.2.1. Special Moment Frame, Historic Perspective |
| -- |
1.2.1.1. Deflection Characteristics |
| -- |
1.2.2. Cantilever Bending Component |
| -- |
1.2.3. Shear Racking Component |
| -- |
1.2.4. Methods of Analysis |
| -- |
1.2.5. Drift Calculations |
| -- |
1.2.6. Truss Moment Frames |
| -- |
1.3. Concentric Braced Frames |
| -- |
1.3.1. Behavior |
| -- |
1.3.2. Types of Concentric Braces |
| -- |
1.4. Eccentric Braced Frames |
| -- |
1.4.1. Behavior |
| -- |
1.4.2. Deflection Characteristics |
| -- |
1.4.3. Seismic Design Considerations |
| -- |
1.4.3.1. Link Beam Design |
| -- |
1.4.3.2. Link-to-Column Connections |
| -- |
1.4.3.3. Diagonal Brace and Beam outside of Links |
| -- |
1.4.3.4. Link Stiffness |
| -- |
1.4.3.5. Columns |
| -- |
1.4.3.6. Schematic Details |
| -- |
1.5. Buckling-Restrained Brace Frame |
| -- |
1.6. Steel Plate Shear Wall |
| -- |
1.6.1. Low-Seismic Design |
| -- |
1.6.2. High-Seismic Design |
| -- |
1.6.2.1. Behavior |
| -- |
1.6.2.2. AISC 341-05 Requirements for Special Plate Shear Walls |
| -- |
1.6.2.3. Modeling for Analysis |
| -- |
1.6.2.4. Capacity Design Methods |
| -- |
1.7. Staggered Truss |
| -- |
1.7.1. Behavior |
| -- |
1.7.2. Design Considerations |
| -- |
1.7.2.1. Floor Systems |
| -- |
1.7.2.2. Columns |
| -- |
1.7.2.3. Trusses |
| -- |
1.7.3. Seismic Design of Staggered Truss System |
| -- |
1.7.3.1. Response of Staggered Truss System to Seismic Loads |
| -- |
1.8. Interacting System of Braced and Rigid Frames |
| -- |
1.8.1. Behavior |
| -- |
1.9. Core and Outrigger Systems |
| -- |
1.9.1. Behavior |
| -- |
1.9.1.1. Outrigger Located at Top |
| -- |
1.9.1.2. Outrigger Located at Three-Quarter Height from Bottom |
| -- |
1.9.1.3. Outrigger at Mid-Height |
| -- |
1.9.1.4. Outriggers at Quarter-Height from Bottom |
| -- |
1.9.2. Optimum Location of a Single Outrigger |
| -- |
1.9.2.1. Analysis Outline |
| -- |
1.9.2.2. Detail Analysis |
| -- |
1.9.2.3. Computer Analysis |
| -- |
1.9.2.4. Conclusions |
| -- |
1.9.3. Optimum Locations of Two Outriggers |
| -- |
1.9.3.1. Recommendations for Optimum Locations |
| -- |
1.9.4. Vulnerability of Core and Outrigger System to Progressive Collapse |
| -- |
1.9.5. Offset Outriggers |
| -- |
1.9.6. Example Projects |
| -- |
1.10. Frame Tube Systems |
| -- |
1.10.1. Behavior |
| -- |
1.10.2. Shear Lag |
| -- |
1.11. Irregular Tube |
| -- |
1.12. Trussed Tube |
| -- |
1.13. Bundled lithe |
| -- |
1.13.1. Behavior |
| -- |
1.14. Ultimate High-Efficiency Systems for Ultra Tall Buildings |
| -- |
chapter 2 Lateral Load-Resisting Systems for Composite Buildings |
| -- |
Preview |
| -- |
2.1. Composite Members |
| -- |
2.1.1. Composite Slabs |
| -- |
2.1.2. Composite Girders |
| -- |
2.1.3. Composite Columns |
| -- |
2.1.4. Composite Diagonals |
| -- |
2.1.5. Composite Shear Walls |
| -- |
2.2. Composite Subsystems |
| -- |
2.2.1. Composite Moment Frames |
| -- |
2.2.1.1. Ordinary Moment Frames |
| -- |
2.2.1.2. Special Moment Frames |
| -- |
2.2.2. Composite Braced Frames |
| -- |
2.2.3. Composite Eccentrically Braced Frames |
| -- |
2.2.4. Composite Construction |
| -- |
2.2.5. Temporary Bracing |
| -- |
2.3. Composite Building Systems |
| -- |
2.3.1. Reinforced Concrete Core with Steel Surround |
| -- |
2.3.2. Shear Wall-Frame Interacting Systems |
| -- |
2.3.3. Composite Tube Systems |
| -- |
2.3.4. Vertically Mixed Systems |
| -- |
2.3.5. Mega Frames with Super Columns |
| -- |
2.3.6. High-Efficiency Structure: Structural Concept |
| -- |
2.4. Seismic Design of Composite Buildings |
| -- |
chapter 3 Gravity Systems for Steel Buildings |
| -- |
Preview |
| -- |
3.1. General Considerations |
| -- |
3.1.1. Steel and Cast Iron: Historical Perspective |
| -- |
3.1.1.1. Chronology of Steel Buildings |
| -- |
3.1.1.2. 1920 through 1950 |
| -- |
3.1.1.3. 1950 through 1970 |
| -- |
3.1.1.4. 1970 to Present |
| -- |
3.1.2. Gravity Loads |
| -- |
3.1.3. Design Load Combinations |
| -- |
3.1.4. Required Strength |
| -- |
3.1.5. Limit States |
| -- |
3.1.6. Design for Strength Using Load and Resistance Factor Design |
| -- |
3.1.7. Serviceability Concerns |
| -- |
3.1.8. Deflections |
| -- |
3.2. Design of Members Subject to Compression |
| -- |
3.2.1. Buckling of Columns, Fundamentals |
| -- |
3.2.1.1. Euler's Formula |
| -- |
3.2.1.2. Energy Method of Calculating Critical Loads |
| -- |
3.2.2. Behavior of Compression Members |
| -- |
3.2.2.1. Element Instability |
| -- |
3.2.3. Limits on Slenderness Ratio, KL/r |
| -- |
3.2.4. Column Curves: Compressive Strength of Members without Slender Elements |
| -- |
3.2.5. Columns with Slender Unstiffened Elements: Yield Stress Reduction Factor, Q |
| -- |
3.2.6. Design Examples: Compression Members |
| -- |
3.2.6.1. Wide Flange Column, Design Example |
| -- |
3.2.6.2. HSS Column, Design Example |
| -- |
3.3. Design of Members Subject to Bending |
| -- |
3.3.1. Compact, Noncompact, and Slender Sections |
| -- |
3.3.2. Flexural Design of Doubly Symmetric Compact I-Shaped Members and Channels Bent about Their Major Axis |
| -- |
3.3.3. Design Examples, Members Subject to Bending and Shear |
| -- |
3.3.3.1. General Comments |
| -- |
3.3.3.2. Simple-Span Beam, Braced Top Flange |
| -- |
3.3.3.3. Simple-Span Beam, Unbraced Top Flange |
| -- |
3.4. Tension Members |
| -- |
3.4.1. Design Examples |
| -- |
3.4.1.1. Plate in Tension, Bolted Connection |
| -- |
3.4.1.2. Plate in Tension, Welded Connection |
| -- |
3.4.1.3. Double-Angle Hanger |
| -- |
3.4.1.4. Bottom Chord of a Long-Span Truss |
| -- |
3.4.1.5. Pin-Connected Tension Member |
| -- |
3.4.1.6. Eyebar Tension Member |
| -- |
3.5. Design for Shear, Additional Comments |
| -- |
3.5.1. Transverse Stiffeners |
| -- |
3.5.2. Tension Field Action |
| -- |
3.6. Design of Members for Combined Forces and Torsion (in Other Words, Members Subjected to Torture) |
| -- |
3.7. Design for Stability |
| -- |
3.7.1. Behavior of Beam Columns |
| -- |
3.7.2. Buckling of Columns |
| -- |
3.7.3. Second-Order Effects |
| -- |
3.7.4. Deformation of the Structure |
| -- |
3.7.5. Residual Stresses |
| -- |
3.7.6. Notional Load |
| -- |
3.7.7. Geometric Imperfections |
| -- |
3.7.8. Leaning Columns |
| -- |
3.8. AISC 360-10 Stability Provisions |
| -- |
3.8.1. Second-Order Analysis |
| -- |
3.8.2. Reduced Stiffness in the Analysis |
| -- |
3.8.3. Application of Notional Loads |
| -- |
3.8.4. Member Strength Checks |
| -- |
3.8.5. Step-by-Step Procedure for Direct Analysis Method |
| -- |
3.9. Understanding How Commercial Software Works |
| -- |
chapter 4 Gravity Systems for Composite Buildings |
| -- |
Preview |
| -- |
4.1. Composite Metal Deck |
| -- |
4.1.1. SDI Specifications |
| -- |
4.2. Composite Beams |
| -- |
4.2.1. AISC Design Criteria: Composite Beams with Metal Deck and Concrete Topping |
| -- |
4.2.1.1. AISC Requirements, General Comments |
| -- |
4.2.1.2. Effective Width |
| -- |
4.2.1.3. Positive Flexural Strength |
| -- |
4.2.1.4. Negative Flexural Strength |
| -- |
4.2.1.5. Shear Connectors |
| -- |
4.2.1.6. Deflection Considerations |
| -- |
4.2.1.7. Design Outline for Composite Beam |
| -- |
4.3. Composite Joists and Trusses |
| -- |
4.3.1. Composite Joists |
| -- |
4.3.2. Composite Trusses |
| -- |
4.4. Other Types of Composite Floor Construction |
| -- |
4.5. Continuous Composite Beams |
| -- |
4.6. Nonprismatic Composite Beams and Girders |
| -- |
4.7. Moment-Connected Composite Haunch Girders |
| -- |
4.8. Composite Stub Girders |
| -- |
4.8.1. Behavior and Analysis |
| -- |
4.8.2. Stub Girder Design Example |
| -- |
4.8.3. Moment-Connected Stub Girder |
| -- |
4.8.4. Strengthening of Stub Girder |
| -- |
4.9. Composite Columns |
| -- |
4.9.1. Behavior |
| -- |
4.9.2. AISC Design Criteria, Encased Composite Columns |
| -- |
4.9.2.1. Limitations |
| -- |
4.9.2.2. Compressive Strength |
| -- |
4.9.2.3. Tensile Strength |
| -- |
4.9.2.4. Shear Strength |
| -- |
4.9.2.5. Load Transfer |
| -- |
4.9.2.6. Detailing Requirements |
| -- |
4.9.2.7. Strength of Stud Shear Connectors |
| -- |
4.9.3. AISC Design Criteria for Filled Composite Columns |
| -- |
4.9.3.1. Limitations |
| -- |
4.9.3.2. Compressive Strength |
| -- |
4.9.3.3. Tensile Strength |
| -- |
4.9.3.4. Shear Strength |
| -- |
4.9.3.5. Load Transfer |
| -- |
4.9.4. Summary of Composite Design Column |
| -- |
4.9.4.1. Nominal Strength of Composite Sections |
| -- |
4.9.4.2. Encased Composite Columns |
| -- |
4.9.4.3. Filled Composite Columns |
| -- |
4.9.5. Combined Axial Force and Flexure |
| -- |
chapter 5 Wind Loads |
| -- |
Preview |
| -- |
5.1. Design Considerations |
| -- |
5.2. Variation of Wind Velocity with Height (Velocity Profile) |
| -- |
5.3. Probabilistic Approach |
| -- |
5.4. Vortex Shedding |
| -- |
5.5. ASCE 7-05 Wind Load Provisions |
| -- |
5.5.1. Analytical Procedure: Method 2, Overview |
| -- |
5.5.2. Analytical Method: Step-by-Step |
|
|---|
| Title |
Procedure |
| -- |
5.5.3. Wind Speed-Up over Hills and Escarpments: Kzt Factor |
| -- |
5.5.4. Gust Effect Factor |
| -- |
5.5.4.1. Gust Effect Factor G for Rigid Structure: Simplified Method |
| -- |
5.5.4.2. Gust Effect Factor G for Rigid Structure: Improved Method |
| -- |
5.5.4.3. Gust Effect Factor Gf for Flexible or Dynamically Sensitive Buildings |
| -- |
5.5.5. Along-Wind Displacement and Acceleration |
| -- |
5.5.6. Summary of ASCE 7-05 Wind Provisions |
| -- |
5.6. Wind-Tunnel Tests |
| -- |
5.6.1. Types of Wind-Tunnel Tests |
| -- |
5.6.2. Option for Wind-Tunnel Testing |
| -- |
5.6.3. Lower Limits on Wind-Tunnel Test Results |
| -- |
5.6.3.1. Lower Limit on Pressures for Main Wind-Force Resisting System |
| -- |
5.6.3.2. Lower Limit on Pressures for Components and Cladding |
| -- |
5.7. Building Drift |
| -- |
5.8. Human Response to Wind-Induced Building Motions |
| -- |
5.9. Structural Properties Required for Wind Tunnel Data Analysis |
| -- |
5.9.1. Natural Frequencies |
| -- |
5.9.2. Mode Shapes |
| -- |
5.9.3. Mass Distribution |
| -- |
5.9.4. Damping Ratio |
| -- |
5.9.5. Miscellaneous Information |
| -- |
5.10. Period Determination for Wind Design |
| -- |
5.11. ASCE 7-10 Wind Load Provisions |
| -- |
5.11.1. New Wind Speed Maps |
| -- |
5.11.2. Return of Exposure D |
| -- |
5.11.3. Wind-Borne Debris |
| -- |
chapter 6 Seismic Design |
| -- |
Preview |
| -- |
6.1. Structural Dynamics |
| -- |
6.1.1. Dynamic Loads |
| -- |
6.1.1.1. Concept of Dynamic Load Factor |
| -- |
6.1.1.2. Difference between Static and Dynamic Analysis |
| -- |
6.1.1.3. Dynamic Effects due to Wind Gusts |
| -- |
6.1.2. Characteristics of a Dynamic Problem |
| -- |
6.1.3. Multiple Strategy of Seismic Design |
| -- |
6.1.3.1. Example of Portal Frame Subject to Ground Motions |
| -- |
6.1.4. Concept of Dynamic Equilibrium |
| -- |
6.1.5. Free Vibrations |
| -- |
6.1.6. Earthquake Excitation |
| -- |
6.1.6.1. Single-Degree-of-Freedom Systems |
| -- |
6.1.6.2. Numerical Integration, Design Example |
| -- |
6.1.6.3. Numerical Integration: A Summary |
| -- |
6.1.6.4. Summary of Structural Dynamics |
| -- |
6.1.7. Response Spectrum Method |
| -- |
6.1.7.1. Earthquake Response Spectrum |
| -- |
6.1.7.2. Deformation Response Spectrum |
| -- |
6.1.7.3. Pseudo-Velocity Response Spectrum |
| -- |
6.1.7.4. Pseudo-Acceleration Response Spectrum |
| -- |
6.1.7.5. Tripartite Response Spectrum: Combined Displacement[–]Velocity[–]Acceleration Spectrum |
| -- |
6.1.7.6. Characteristics of Response Spectrum |
| -- |
6.1.7.7. Difference between Design and Actual Response Spectra |
| -- |
6.1.7.8. Summary of Response Spectrum Analysis |
| -- |
6.1.8. Hysteresis Loop |
| -- |
6.2. Seismic Design Considerations |
| -- |
6.2.1. Seismic Response of Buildings |
| -- |
6.2.1.1. Building Motions and Deflections |
| -- |
6.2.1.2. Building Drift and Separation |
| -- |
6.2.1.3. Adjacent Buildings |
| -- |
6.2.2. Continuous Load Path |
| -- |
6.2.3. Building Configuration |
| -- |
6.2.4. Influence of Soil |
| -- |
6.2.5. Ductility |
| -- |
6.2.6. Redundancy |
| -- |
6.2.7. Damping |
| -- |
6.2.8. Diaphragms |
| -- |
6.2.9. Response of Elements Attached to Buildings |
| -- |
6.3. ASCE 7-05 Seismic Design Criteria and Requirements: Overview |
| -- |
6.3.1. Seismic Ground Motion Values, Ss and S1 |
| -- |
6.3.2. Site Coefficients Fa and Fv |
| -- |
6.3.3. Site Class SA, SB, SC, SD, SE, and SF |
| -- |
6.3.4. Response Spectrum for the Determination of Design Base Shear |
| -- |
6.3.5. Site-Specific Ground Motion Analysis |
| -- |
6.3.6. Importance Factor IE |
| -- |
6.3.7. Occupancy Categories |
| -- |
6.3.7.1. Protected Access for Occupancy Category IV |
| -- |
6.3.8. Seismic Design Category |
| -- |
6.3.9. Design Requirements for SDC A Buildings |
| -- |
6.3.9.1. Lateral Forces |
| -- |
6.3.10. Geologic Hazards and Geotechnical Investigation |
| -- |
6.3.10.1. Seismic Design Basis |
| -- |
6.3.10.2. Structural System Selection |
| -- |
6.3.11. Building Irregularities |
| -- |
6.3.11.1. Plan (Horizontal) Irregularity |
| -- |
6.3.11.2. Vertical Irregularity |
| -- |
6.3.12. Redundancy Reliability Factor, ρ |
| -- |
6.3.13. Seismic Load Combinations |
| -- |
6.3.13.1. Vertical Seismic Load, 0.02SDS |
| -- |
6.3.13.2. Overstrength Factor Ωo |
| -- |
6.3.14. Elements Supporting Discontinuous Walls or Frames |
| -- |
6.3.15. Direction of Loading |
| -- |
6.3.16. Period Determination |
| -- |
6.3.17. Inherent and Accidental Torsion |
| -- |
6.3.18. Overturning |
| -- |
6.3.19. Pδ Effects |
| -- |
6.3.20. Drift Determination |
| -- |
6.3.21. Deformation Compatibility |
| -- |
6.3.22. Seismic Response Modification Coefficient, R |
| -- |
6.3.23. Seismic Force Distribution for the Design of Lateral-Load-Resisting System |
| -- |
6.3.24. Seismic Loads due to Vertical Ground Motions |
| -- |
6.3.25. Seismic Force for the Design of Diaphragms |
| -- |
6.3.25.1. Distribution of Seismic Forces for Diaphragm Design |
| -- |
6.3.25.2. General Procedure for Diagram Design |
| -- |
6.3.25.3. Diaphragm Design Summary: Buildings Assigned to SDC C and Higher |
| -- |
6.3.26. Catalog of Seismic Design Requirements |
| -- |
6.3.26.1. Buildings in SDC A |
| -- |
6.3.26.2. SDC B Buildings |
| -- |
6.3.26.3. SDC C Buildings |
| -- |
6.3.26.4. SDC D Buildings |
| -- |
6.3.26.5. SDC E Buildings |
| -- |
6.3.26.6. SDC F Buildings |
| -- |
6.3.27. Analysis Procedures |
| -- |
chapter 7 Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-10 |
| -- |
Preview |
| -- |
7.1. AISC 34140 Seismic Provisions, Overview |
| -- |
7.1.1. General Requirements |
| -- |
7.1.2. Member and Connection Design |
| -- |
7.1.3. Moment Frames |
| -- |
7.1.4. Stability of Beams and Columns |
| -- |
7.1.5. Intermediate Moment Frames |
| -- |
7.1.6. Special Truss Moment Frames |
| -- |
7.1.6.1. Special Concentric Braced Frames |
| -- |
7.1.7. Eccentrically Braced Frames |
| -- |
7.1.8. Buckling-Restrained Braced Frames |
| -- |
7.1.9. Special Plate Shear Walls |
| -- |
7.1.10. Composite Structural Steel and Reinforced Concrete Systems |
| -- |
7.2. AISC 341-10, Detailed Discussion |
| -- |
7.2.1. Moment Frame Systems |
| -- |
7.2.1.1. SMF Design |
| -- |
7.2.1.2. AISC Prequalified Connections |
| -- |
7.2.1.3. Ductile Behavior |
| -- |
7.2.1.4. Seismically Compact Sections |
| -- |
7.2.1.5. Demand Critical Welds |
| -- |
7.2.1.6. Protected Zones |
| -- |
7.2.1.7. Panel Zone of Beam-to-Column Connections |
| -- |
7.2.2. Moment Frame Systems |
| -- |
7.2.2.1. Ordinary Moment Frames |
| -- |
7.2.2.2. Intermediate Moment Frames |
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7.2.2.3. Special Moment Frames |
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7.2.2.4. Special Truss Moment Frames |
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7.2.3. Braced-Frame and Shear-Wall Systems |
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7.2.3.1. Ordinary Concentrically Braced Frames |
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7.2.3.2. Special Concentrically Braced Frames |
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7.2.3.3. Eccentrically Braced Frames |
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7.2.3.4. Buckling-Restrained Braced Frames |
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7.2.4. Special Plate Shear Walls |
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7.2.5. Composite Systems |
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7.2.5.1. Composite Ordinary Moment Frames |
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7.2.5.2. Composite Intermediate Moment Frames |
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7.2.5.3. Composite Special Moment Frames |
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7.2.5.4. Composite Partially Restrained Moment Frames |
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7.2.5.5. Composite Ordinary Braced Frames |
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7.2.5.6. Composite Special Concentrically Braced Frames |
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7.2.5.7. Composite Eccentrically Braced Frames |
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7.2.5.8. Composite Ordinary Reinforced Concrete Shear Walls with Steel Elements |
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7.2.5.9. Composite Special Reinforced Concrete Shear Walls with Steel Elements |
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7.2.5.10. Composite Steel Plate Shear Walls |
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7.3. Prequalified Seismic Moment Connection |
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7.4. List of Significant Technical Provisions of AISC 341-05/10 |
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7.5. Additional Comments on Seismic Design of Steel Buildings |
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7.5.1. Concentric Braced Frames |
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chapter 8 Seismic Rehabilitation of Existing Steel Buildings |
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Preview |
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8.1. Social Issues in Seismic Rehabilitation |
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8.2. General Steps in Seismic Rehabilitation |
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8.2.1. Initial Considerations |
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8.2.2. Rehabilitation Objective |
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8.2.2.1. Performance Levels |
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8.2.2.2. Seismic Hazard |
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8.2.2.3. Selecting a Rehabilitation Objective |
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8.2.2.4. Rehabilitation Method |
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8.2.2.5. Rehabilitation Strategy |
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8.2.3. Analysis Procedures |
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8.2.4. Verification of Rehabilitation Design |
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8.2.5. Nonstructural Risk Mitigation |
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8.2.5.1. Disabled Access improvements |
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8.2.5.2. Hazardous Material Removal |
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8.2.5.3. Design, Testing and Inspection, and Management Fees |
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8.2.5.4. Historic Preservation Costs |
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8.3. Seismic Rehabilitation of Existing Buildings ASCE/SEI Standard 41-06 |
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8.3.1. Overview of Performance Levels |
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8.3.2. Permitted Design Methods |
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8.3.3. Systematic Rehabilitation |
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8.3.3.1. Determination of Seismic Ground Motions |
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8.3.3.2. Determination of As-Built Conditions |
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8.3.3.3. Primary and Secondary Components |
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8.3.3.4. Setting Up Analytical Model and Determination of Design Forces |
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8.3.3.5. Combined Gravity and Seismic Demand |
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8.3.3.6. Component Capacities QCE, QCL and Design Actions |
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8.3.3.7. Capacity versus Demand |
|
|---|
| Title |
Comparisons |
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8.3.3.8. Development of Seismic Strengthening Strategies |
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8.3.4. ASCE/SEI 41-06: Design Example |
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8.3.5. Summary |
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chapter 9 Special Topics |
| -- |
Preview |
| -- |
9.1. Architectural Review of Tall Buildings |
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9.2. Evolution of High-Rise Architecture |
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9.3. Tall Buildings |
| -- |
9.3.1. World Trade Center Towers, New York |
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9.3.2. Empire State Building, New York |
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9.3.3. Bank One Center, Indianapolis, Indiana |
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9.3.4. MTA Headquarters, Los Angeles, California |
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9.3.5. AT&T Building, New York City, New York |
| -- |
9.3.6. Miglin-Beitler Tower, Chicago, Illinois |
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9.3.7. One Detroit Center, Detroit, Michigan |
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9.3.8. Jin Mao Tower, Shanghai, China |
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9.3.9. Petronas Towers, Malaysia |
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9.3.10. One-Ninety-One Peachtree, Atlanta, Georgia |
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9.3.11. Nations Bank Plaza, Atlanta, Georgia |
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9.3.12. U.S. Bank Tower First Interstate World Center, Library Square, Los Angeles, California |
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9.3.13. 2Ist Century Tower, China |
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9.3.14. Torre Mayor Office Building, Mexico City |
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9.3.15. Fox Plaza, Los Angeles, California |
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9.3.16. Figueroa at Wilshire, Los Angeles, California |
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9.3.17. California Plaza, Los Angeles, California |
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9.3.18. Citicorp Tower, Los Angeles, California |
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9.3.19. Taipei Financial Center, Taiwan |
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9.3.20. Caja Madrid Tower, Spain |
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9.3.21. Federation Tower, Moscow, Russia Tower A |
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9.3.22. The New York Times Building, New York |
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9.3.23. Pacific First Center, Seattle, Washington |
| -- |
9.3.24. Gate Way Center |
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9.3.25. Two Union Square, Seattle, Washington |
| -- |
9.3.26. InterFirst Plaza, Dallas, Texas |
| -- |
9.3.27. Bank of China Tower, Hong Kong |
| -- |
9.3.28. Bank of Southwest Tower, Houston, Texas |
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9.3.29. First City Tower, Houston, Texas |
| -- |
9.3.30. America Tower, Houston, Texas |
| -- |
9.3.31. The Bow Tower, Calgary, Alberta, Canada |
| -- |
9.3.32. Shard Tower, London, United Kingdom |
| -- |
9.3.33. Hearst Tower, New York |
| -- |
9.3.34. Standard Oil of Indiana Building, Chicago, Illinois |
| -- |
9.3.35. The Renaissance Project, San Diego, California |
| -- |
9.3.36. Tokyo City Hall, Tower 1, Japan |
| -- |
9.3.37. Bell Atlantic Tower, Philadelphia, Pennsylvania |
| -- |
9.3.38. Norwest Center, Minneapolis, Minnesota |
| -- |
9.3.39. First Bank Place, Minneapolis, Minnesota |
| -- |
9.3.40. Allied Bank Tower, Dallas, Texas |
| -- |
9.3.41. Future of Tall Buildings |
| -- |
9.4. Building Motion Perception |
| -- |
9.5. Structural Damping |
| -- |
9.6. Performance-Based Design |
| -- |
9.6.1. Alternative Design Criteria: 2008 LATBSDC |
| -- |
9.6.2. Recommended Administrative Bulletin on the Seismic Design and Review of Tall Buildings Using Nonprescriptive Procedures AB-083 |
| -- |
9.6.3. Pushover Analysis |
| -- |
9.6.4. Concluding, Remarks |
| -- |
9.7. Preliminary Analysis Techniques |
| -- |
9.7.1. Portal Method |
| -- |
9.7.2. Cantilever Method |
| -- |
9.7.3. Design Examples: Portal and Cantilever Methods |
| -- |
9.7.4. Framed Tubes |
| -- |
9.7.5. Vierendeel Truss |
| -- |
9.7.6. Preliminary Wind Loads |
| -- |
9.7.7. Preliminary Seismic Loads |
| -- |
9.7.7.1. Building Height, Hn = 160 ft |
| -- |
9.7.7.2. Buildings Taller than 160 ft |
| -- |
9.7.8. Differential Shortening of Columns |
| -- |
9.7.8.1. Simplified Method of Calculating δz, Axial Shortening of Columns |
| -- |
9.7.8.2. Derivation of Simplified Expression for δz |
| -- |
9.7.8.3. Column Length Corrections, δc |
| -- |
9.7.8.4. Column Shortening Verification during Construction |
| -- |
9.7.9. Unit Weight of Structural Steel for Preliminary Estimate |
| -- |
9.7.9.1. Concept of Premium for Height |
| -- |
chapter 10 Connection Details |
| -- |
Preview |
| -- |
References |
| -- |
Index |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Tall buildings |
| General subdivision |
Design and construction |
|
|---|
| Topical term or geographic name as entry element |
Structural analysis (Engineering) |
| 900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA] |
|---|
| Personal Name |
34893 |
|
|---|
| Numeration |
satın |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Kitap |
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