Author: G G Schierle
Publisher: University Of Southern California, 2006

Con ten ts:
PART I: BACKGROUND
1 Historic Evolution
1-2 Walls
1-6 Post-and-beam
1-10 Arch, Vault, Dome
1-21 Suspended
1-24 Truss
1-26 Skyscraper
2 Loads
2-2 Introduction
2-2 Dead load
2-4 Live load
2-5 Seismic load
2-6 Wind load
2-8 Tributary load and load path
3 Basic Concepts
3-2 Synergy, Strength, Stiffness, Stability
3-3 Rupture length
3-4 Horizontal structures
Slab, plate, deck (one & two-way)
Beam, arch and cable
Truss
3-9 Vertical/lateral structures
Wall
Cantilever
Moment frame
Braced frame
PART II: MECHANICS
4 Statics
4-2 Force and moment
4-3 Static equilibrium
4-4 Supports
4-5 Reactions
4-10 Static determinacy
4-13 Vector analysis
4-15 Truss analysis
4-17 Funicular
4-21 Vector reactions
5 Strength Stiffness Stability
5-2 Force types
5-3 Force vs. stress
5-4 Allowable stress
5-5 Axial stress
5-6 Shear stress
5-8 Torsion
5-9 Principal stress
5-10 Strain
5-10 Hook’s law
5-11 Elastic Modulus
5-14 Thermal strain
5-14 Thermal stress
5-17 Stability
6 Bending
6-4 Bending and shear
6-8 Equilibrium method
6-10 Area method
6-13 Indeterminate beams
6-14 Flexure formula
6-15 Section modulus
6-16 Moment of inertia
6-18 Shear stress
6-22 Deflection
7 Buckling
7-3 Euler formula
7-3 Slenderness ratio
7-4 Combined stress
7-5 Kern
7-6 Arch and vault
7-7 Wood buckling
7-12 Steel buckling
PART III: DESIGN METHODS
8 ASD, LRFD, Masonry and Concrete Design
8-2 ASD (Allowable Stress Design)
8-3 LRFD (Load Resistance Factor Design)
8-4 Masonry design (ASD)
8-10 Concrete strength design (LRFD)
9 Lateral Force Design
9-2 Design for wind
9-8 Seismic design
9-13 SD-graphs
9-15 Analysis steps
9-18 Vertical distribution
9-19 Horizontal diaphragms
9-22 Eccentricity
9-23 Hazard configurations
9-24 Stability issues
9-27 Seismic safety items
10 Conceptual Design
10-1 System selection
10-3 Global moment and shear
10-4 Radial pressure
10-5 Examples
10-7 Case studies
10-15 Portal method
10-17 Moment frame
10-19 Braced frame
10-21 Test models
10-23 Sample projects
10-29 Computer aided design
PART IV: HORIZONTAL SYSTEMS
11 Bending Resistant
11-1 Bending concepts
11-3 Beam optimization
11-5 Joist, beam, girder
11-11 Vierendeel
11-17 Folded plate
11-22 Cylindrical shell
12 Axial Resistant
12-2 Truss
Truss configurations
Prismatic truss
Folded truss
12-13 Space truss
12-22 Tree structures
13 Form-Resistant
13-2 Funicular concepts
13-4 Arch
13-10 Vault
13-17 Dome
13-23 Grid shell
13-29 HP shell
13-37 Freeform shell
14 Tensile Resistant
14-1 Tension members
14-2 Prestress
14-3 Stayed structures
14-8 Propped structures
14-10 Suspended structures
14-17 Cable truss
14-21 Anticlastic structures
14-42 Pneumatic structures
PART V: VERTICAL SYSTEMS
15 General Background
15-2 Tall structures
15-3 Gravity load
15-4 Lateral load
15-7 Structure systems
15-11 Floor framing
15-12 Beam-column interaction
16 Shear Resistant
16-2 Classic walls
16-3 Seismic failures
16-4 Shear walls
16-6 Shear wall stability
16-7 Wood shear walls
16-10 Shear wall reinforcing
17 Bending Resistant
17-2 Cantilever
17-6 Moment frame
17-13 Framed tube
17-16 Bundled tube
18 Axial Resistant
18-2 Braced frame
18-8 Belt truss and outrigger
18-12 Braced tube
18-16 Eccentric braced frame
19 Suspended high-rise
19-2 Suspension rational
19-3 Design options
19-3 Limits
19-4 Case studies
PART VI: MATERIAL
20 Wood
20-1 Material
20-5 Heavy timber
20-13 Grid structures
Balloon framing
Platform framing
20-29 Projects
21 Steel
21-1 Material
21-7 Heavy steel
21-29 Light gauge steel
21-33 Projects
22 Masonry
22-1 Material
22-7 Brick masonry
22-18 Concrete masonry
22-22 Stone masonry
22-23 Projects
23 Concrete
23-1 Material
23-4 Reinforced concrete
23-17 Prestressed concrete
23-20 Precast concrete
23-24 Tilt-up concrete
23-26 Projects
24 Fabric and cables
24-1 Material
24-2 Fabric
24-4 Cables
24-10 Projects
Appendix A: Beam Formulas
A-2 Beam formulas
A-3 Bending coefficients
Appendix B: Geometric Properties
B-2 Centroid
B-4 Moment of Inertia
B-6 Parallel Axis Theorem
B-7 Radius of Gyration
B-8 Geometric properties
Appendix C: Lateral Design Data
C-2 Wind design data
C-7 Seismic design data
Appendix D: Material and Buckling Data
D-2 Wood
D-8 Steel
Appendix E: Design Tables
E-2 Span Ranges for Structure Elements
E-3 Span Ranges for Structure Systems

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