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Design of shear wall؛طراحی دیواربرشی

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توضیحات کلی پاورپوینت:

-  این پاورپوینت به زبان انگلیسی ومرجعی بسیار بسیار کامل ،مفید ومناسب ، جهت آشنایی با رفتار،مدل سازی وطراحی سیستم ها وسازه هایی است که از دیواربرشی  درآنها استفاده شده است .

-همچنین باتوجه به اینکه یک بخش کامل این پاورپوینت اختصاص به نحوه مدل سازی دیواربرشی درنرم افزارایتبس دارد،برای مهندسان محاسب نیزبسیارمفید می باشد.

  • عنوان کامل این پاورپوینت:

Behavior, Modeling and Design of Shear Wall-Frame Systems

بخش های اصلی این پاورپوینت 150اسلایدی:
  • Shear Wall – Common Misconceptions
  • The Basic Behavior of Shear Walls, Frames and Shear Wall-Frames
  • Basic Modeling Options for Shear Walls
  • Modeling of Shear WallsIn ETABS
  • Design of Shear Walls
  • Slenderness of Columns

برای دیدن لیست کامل مطالب داخل  این پاورپوینت قسمت "اطلاعات بیشتر"راملاحظه نمائید.

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

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