Structural Analysis and Design of Tall Buildings Steel and Composite Construction, CONTENTS:
Chapter 1 Lateral Load Resisting Systems for Steel Buildings
1.1 Rigid Frames
1.2 Frames with Fully Restrained Connections
1.2.1 Special Moment Frame, Historic Perspective
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
1.5 Buckling-Restrained Brace Frame1.6 Steel Plate Shear Wall
1.6.1 Low-Seismic Design
1.6.2 High-Seismic Design
1.7 Staggered Truss
1.8 Interacting System of Braced and Rigid Frames
1.9 Core and Outrigger Systems
1.10 Frame Tube Systems
1.14 Ultimate High-Efficiency Systems for Ultra Tall Buildings
Chapter 2 Lateral Load-Resisting Systems for Composite Buildings
2.1 Composite Members
2.2 Composite Subsystems
2.2.1 Composite 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
3.1 General Considerations
3.1.1 Steel and Cast Iron: Historical Perspective
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
3.2.2 Behavior of Compression Members
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
3.3 Design of Members Subject to Bending
3.4 Tension Members
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
3.9 Understanding How Commercial Software Works
Chapter 4 Gravity Systems for Composite Buildings
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
4.3 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
Chapter 5 Wind Loads
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
5.6 Wind-Tunnel Tests
5.7 Building Drift
5.8 Human Response to Wind-Induced Building Motions
5.9 Structural Properties Required for Wind-Tunnel Data Analysis
5.10 Period Determination for Wind Design
5.11 ASCE 7-10 Wind Load Provisions
Chapter 6 Seismic Design
6.1 Structural Dynamics
6.1.1 Dynamic Loads
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
6.1.8 Hysteresis Loop
6.2 Seismic Design Considerations
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
6.3.8 Seismic Design Category
6.3.9 Design Requirements for SDC A Buildings
6.3.10 Geologic Hazards and Geotechnical Investigation
6.3.11 Building Irregularities
6.3.12 Redundancy Reliability Factor, ρ
6.3.13 Seismic Load Combinations
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
6.3.26 Catalog of Seismic Design Requirements
6.3.27 Analysis Procedures
Chapter 7 Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-10
7.1 AISC 341-10 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
7.2.2 Moment Frame Systems
7.2.3 Braced-Frame and Shear-Wall Systems
7.2.4 Special Plate Shear Walls
7.2.5 Composite Systems
7.3 Prequalified Seismic Moment Connection
7.4 List of Significant Technical Provisions of AISC 341-05/10
7.5 Additional Comments on Seismic Design of Steel Buildings
7.5.1 Concentric Braced Frames
Chapter 8 Seismic Rehabilitation of Existing Steel Buildings
8.1 Social Issues in Seismic Rehabilitation
8.2 General Steps in Seismic Rehabilitation
8.2.1 Initial Considerations
8.2.2 Rehabilitation Objective
8.2.3 Analysis Procedures
8.2.4 Verification of Rehabilitation Design
8.2.5 Nonstructural Risk Mitigation
8.3 Seismic Rehabilitation of Existing Buildings ASCE/SEI Standard 41-06
8.3.1 Overview of Performance Levels
8.3.2 Permitted Design Methods
8.3.3 Systematic Rehabilitation
8.3.4 ASCE/SEI 41-06: Design Example
Chapter 9 Special Topics
9.1 Architectural Review of Tall Buildings
9.2 Evolution of High-Rise Architecture
9.3 Tall Buildings
9.4 Building Motion Perception
9.5 Structural Damping
9.6 Performance-Based Design
9.7 Preliminary Analysis Techniques
Chapter 10 Connection Details
Structural Analysis and Design of Tall Buildings Steel and Composite Construction
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