لیست کامل مطالب داخل این پاورپوینت:
- The Basic Issues
- Shear Wall – Common Misconceptions
- Shear Wall or Column
- Shear Wall or Frame
- Shear Wall and Frame Behavior
- Shear Wall and Truss Behavior
- Shear Wall and Frame
- Shear Wall and Frame Interaction
- Frame and Frame-Shear Wall
- Shear Wall and Frame Interaction
- The Basic Behavior of Shear Walls, Frames and Shear Wall-Frames
- Case Studies: Shear Wall–Frame Interaction
- Case 1: Shear Wall–Frame Interaction
- Case 2: Shear Wall–Frame Interaction
- Case 3: Shear Wall–Frame Interaction
- Case 4: Shear Wall–Frame Interaction
- Case 5: Shear Wall–Frame Interaction
- Case 6: Shear Wall–Frame Interaction
- Case 7: Shear Wall–Frame Interaction
- Case 8: Shear Wall–Frame Interaction
- Case 9: Shear Wall–Frame Interaction
- Shear Wall–Frame Interaction
- Change in Shear Wall Moments
- Coupling Element Moments
- Shear Wall-Frame Load Distribution Curves
- Deflected Shape of Shear Wall-Frame Interactive System
- Comparison of Shears and Moments in the Core wall
- Comparison of… : Type A
- Comparison of… : Type B
- Comparison of… : Type C
- Comparison of… : Type D
- Comparison of Shears and Moments in the Core wall
- Wall-Frame Interaction: Key Conclusions
- Basic Types of Shear Walls
- Basic Modeling Options for Shear Walls
- Modeling of Walls using 1D Elements
- Frame Model for Planer Walls
- Frame Models for Cellular Walls
- Modeling Walls using 2D Elements
- Modeling Walls Using Membrane
- Modeling Walls using Shell Elements
- Using Incomplete Membrane Elements
- Using Complete Membrane Elements
- Connecting Walls to Slab
- Using Trusses to Model Shear Walls
- Truss Model for Shear Walls
- How to Construct Truss Models
- Openings in Shear Walls
- Openings in Shear Walls – Cellular
- Openings in Shear Walls – Planer
- Modeling Walls with Opening
- Frame Model of Shear Walls
- Using Beam-Column to Model Shear Walls
- Shear Wall Design –Meshing
- Modeling Shear Walls Using Shell Elements
- Modeling Shear Walls Using Beam Elements
- Comparison of Behavior
- Comparison of Behavior (5 Floors)
- Comparison of Behavior (15 Floors)
- Comparison of Behavior (25 Floors)
- Effect of Shear Wall Location
- Modeling of Shear WallsIn ETABS
- Shear Wall Design – Using ETABS
- Shear Wall Design –Meshing
- Shear Wall Design – Pier Zones
- Shear Wall Design – Spandrel Zones
- Concrete Shear Wall Design
- Interaction Surface for Shear Walls
- Concrete Shear Wall Design
- Shear Wall – Typical Design Process
- Shear Wall Design – Output
- The Basic Issues
- Avoid Eccentricity in Plan
- Reduce In-plane Bending in Floor
- Vertical Irregularity
- Using Efficient Building Plan Shape
- Design of Shear Walls
- Axial Stresses in Planer Walls
- Axial Stresses in Cellular Walls
- Getting Result from Frame Model
- Getting Results from Truss Model
- Getting Results From Shell Model
- Interaction Curves – Uniaxial
- Interaction Surface – Biaxial
- Interaction Surface and Curves
- Narrow Planner Walls
- Cellular Wall – No Opening
- Single Cell Walls
- Double Cell Walls
- Designing as Axial Zones
- Axial Zone Model – Planer Wall
- Axial Zones for Box Wall
- Shear Design of Pier
- ACI Equations for Pier Design
- Shear Design for Spandrel
- ACI Equations for Spandrel Design
- Notations for Shear Design
- Wall Section
- Effect of Rebar Layout
- Rebar Detailing For Openings
- Slenderness of Columns
- Complexity in the Column Design
- What is Slenderness Effect
- Factors Effecting Slenderness Effect
- ACI Moment Magnification Summary
- What is Sway …
- … More on Sway
- Calculation of dns (Non-Sway)
- The Cm Factor
- More about Cm Factor
- Effective Length Factor, K
- … Determination of K
- … More about Factor K
- Determination of Stiffness EI
- Slenderness procedure for Buildings
- BS Moment Magnification
- Calculation of Deflection au
- Some Special Cases