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SAP2000 - Advanced

This course consists of a set of slides previously used as supporting elements in a very intensive course called SAP2000 - Advanced. This course covered a wide range of more advanced modeling and nonlinear simulation topics. This course is no longer taught in this format, and all the topics that were taught will be divided into several more specific courses that will be published on this platform. 

Due to their vast, informative and also formative nature, although in a more compact format, consulting these slides has been important for many designers, students and teachers who want to understand many of the capabilities and possibilities offered by SAP2000 in more advanced modeling topics.

Language: English
716 slides

Course Objectives


These slides enable an understanding of a wide range of advanced modeling and simulation topics that can be solved using SAP2000. For those that are already familiar with the program, closely examining the slides often helps in understanding how to execute and replicate the various exercises, with the models attached to the slides.

Target Audience


Professionals, students and teachers who are interested in more advanced modeling topics with finite elements and SAP2000.

Contents in: EN
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Waffle and Ribbed Slabs (1/13)
Waffle and Ribbed Slabs (2/13)
Waffle and Ribbed Slabs (3/13)
Waffle and Ribbed Slabs (4/13)
Waffle and Ribbed Slabs (5/13)
Waffle and Ribbed Slabs (6/13)
Waffle and Ribbed Slabs (7/13)
Waffle and Ribbed Slabs (8/13)
Waffle and Ribbed Slabs (9/13)
Waffle and Ribbed Slabs (10/13)
Waffle and Ribbed Slabs (11/13)
Waffle and Ribbed Slabs (12/13)
Waffle and Ribbed Slabs (13/13)
Direction Symmetry of Materials
Orthotropic Slabs (1/4)
Orthotropic Slabs (2/4)
Orthotropic Slabs (3/4)
Orthotropic Slabs (4/4)
Layered shell (1/2)
Layered shell (2/2)
Constraints
Body Constraint (1/3)
Body Constraint (2/3)
Body Constraint (3/3)
Weld Constraint (1/3)
Weld Constraint (2/3)
Weld Constraint (3/3)
Local Constraint (1/8)
Local Constraint (2/8)
Local Constraint (3/8)
Local Constraint (4/8)
Local Constraint (5/8)
Local Constraint (6/8)
Local Constraint (7/8)
Local Constraint (8/8)
Diaphragm Constraint(1/4)
Diaphragm Constraint(1/2)
Diaphragm Constraint(1/3)
Diaphragm Constraint(1/4)
Constraint Ouput
Plate Constraint (1/9)
Plate Constraint (2/9)
Plate Constraint (3/9)
Plate Constraint (4/9)
Plate Constraint (5/9)
Plate Constraint (6/9)
Plate Constraint (7/9)
Plate Constraint (8/9)
Plate Constraint (9/9)
Beam Constraint (1/6)
Beam Constraint (2/6)
Beam Constraint (3/6)
Beam Constraint (4/6)
Beam Constraint (5/6)
Beam Constraint (6/6)
Rod Constraint
Using a static deformed shape (1/3)
Using a static deformed shape (2/3)
Using a static deformed shape (3/3)
Using a buckling mode shape (1/3)
Using a buckling mode shape (2/3)
Using a buckling mode shape (3/3)
Definition (1/2)
Definition (2/2)
Sign Convention
Design (1/2)
Design (2/2)
Analysis (1/5)
Analysis (2/5)
Analysis (3/5)
Analysis (4/5)
Analysis (5/5)
Draw
Response Spectrum
Nodes
Definition
Response Spectrum
Join Patterms
Complicated Joint Patterns (1/7)
Complicated Joint Patterns (2/7)
Complicated Joint Patterns (3/7)
Complicated Joint Patterns (4/7)
Complicated Joint Patterns (5/7)
Complicated Joint Patterns (6/7)
Complicated Joint Patterns (7/7)
Auto Mesh
Tension and Compression
Concrete
Concrete - Confinement (1/2)
Concrete - Confinement (2/2)
Rebar
Steel
Shear
Hysteresis
Application
Finger Hinges
Layered Shell Element
Frame - Insertion Point (1/2)
Frame - Insertion Point (2/2)
Frame - End (Length) Offsets (1/4)
Frame - End (Length) Offsets (2/4)
Frame - End (Length) Offsets (3/4)
Frame - End (Length) Offsets (4/4)
Shell
Join Connectivity (1/2)
Join Connectivity (2/2)
Slab Line Release (1/13)
Slab Line Release (2/13)
Slab Line Release (3/13)
Slab Line Release (4/13)
Slab Line Release (5/13)
Slab Line Release (6/13)
Slab Line Release (7/13)
Slab Line Release (8/13)
Slab Line Release (9/13)
Slab Line Release (10/13)
Slab Line Release (11/13)
Slab Line Release (12/13)
Slab Line Release (13/13)
Scissor Release (1/10)
Scissor Release (2/10)
Scissor Release (3/10)
Scissor Release (4/10)
Scissor Release (5/10)
Scissor Release (6/10)
Scissor Release (7/10)
Scissor Release (8/10)
Scissor Release (9/10)
Scissor Release (10/10)
Zero Length Elements
Introduction to Nonlinear Analysis (1/3)
Introduction to Nonlinear Analysis (2/3)
Introduction to Nonlinear Analysis (3/3)
Geometric Nonlinearity
Frame Elemnets (1/4)
Frame Elemnets (2/4)
Frame Elemnets (3/4)
Frame Elemnets (4/4)
Link Elements
Shell Elements (1/2)
Shell Elements (2/2)
Solid Elements (1/2)
Solid Elements (2/2)
Large Displacements
Modeling Cables with Frame Elements (1/4)
Modeling Cables with Frame Elements (2/4)
Modeling Cables with Frame Elements (3/4)
Modeling Cables with Frame Elements (4/4)
Snap - through Buckling (1/4)
Snap - through Buckling (2/4)
Snap - through Buckling (3/4)
Snap - through Buckling (4/4)
Buckled Support (1/5)
Buckled Support (2/5)
Buckled Support (3/5)
Buckled Support (4/5)
Buckled Support (5/5)
Initial P-Delta Analysis
Linearizing the P-Delta Problem (1/11)
Linearizing the P-Delta Problem (2/11)
Linearizing the P-Delta Problem (3/11)
Linearizing the P-Delta Problem (4/11)
Linearizing the P-Delta Problem (5/11)
Linearizing the P-Delta Problem (6/11)
Linearizing the P-Delta Problem (7/11)
Linearizing the P-Delta Problem (8/11)
Linearizing the P-Delta Problem (9/11)
Linearizing the P-Delta Problem (10/11)
Linearizing the P-Delta Problem (11/11)
Overview
Linear Buckling Analysis
Elastic Critical Buckling (1/7)
Elastic Critical Buckling (2/7)
Elastic Critical Buckling (3/7)
Elastic Critical Buckling (4/7)
Elastic Critical Buckling (5/7)
Elastic Critical Buckling (6/7)
Elastic Critical Buckling (7/7)
Inicial Conditions
Inicial Conditions Example 1 (1/4)
Inicial Conditions Example 1 (2/4)
Inicial Conditions Example 1 (3/4)
Inicial Conditions Example 1 (4/4)
Inicial Conditions Example 2 (1/6)
Inicial Conditions Example 2 (2/6)
Inicial Conditions Example 2 (3/6)
Inicial Conditions Example 2 (4/6)
Inicial Conditions Example 2 (5/6)
Inicial Conditions Example 2 (6/6)
Nonlinear Buckling Analysis
Cable Stayed Mast (1/5)
Cable Stayed Mast (2/5)
Cable Stayed Mast (3/5)
Cable Stayed Mast (4/5)
Cable Stayed Mast (5/5)
Snap-through Buckling
Nonlinear Behavior of Cables Stayed Structrures (1/10)
Nonlinear Behavior of Cables Stayed Structrures (2/10)
Nonlinear Behavior of Cables Stayed Structrures (3/10)
Nonlinear Behavior of Cables Stayed Structrures (4/10)
Nonlinear Behavior of Cables Stayed Structrures (5/10)
Nonlinear Behavior of Cables Stayed Structrures (6/10)
Nonlinear Behavior of Cables Stayed Structrures (7/10)
Nonlinear Behavior of Cables Stayed Structrures (8/10)
Nonlinear Behavior of Cables Stayed Structrures (9/10)
Nonlinear Behavior of Cables Stayed Structrures (10/10)
Quasi-Static Time History Analysis (1/10)
Quasi-Static Time History Analysis (2/10)
Quasi-Static Time History Analysis (3/10)
Quasi-Static Time History Analysis (4/10)
Quasi-Static Time History Analysis (5/10)
Quasi-Static Time History Analysis (6/10)
Quasi-Static Time History Analysis (7/10)
Quasi-Static Time History Analysis (8/10)
Quasi-Static Time History Analysis (9/10)
Quasi-Static Time History Analysis (10/10)
Plastic Deformation Curve (1/2)
Plastic Deformation Curve (2/2)
Uncoupled Hinges (1/10)
Uncoupled Hinges (2/10)
Uncoupled Hinges (3/10)
Uncoupled Hinges (4/10)
Uncoupled Hinges (5/10)
Uncoupled Hinges (6/10)
Uncoupled Hinges (7/10)
Uncoupled Hinges (8/10)
Uncoupled Hinges (9/10)
Uncoupled Hinges (10/10)
Coupled Hinges (1/17)
Coupled Hinges (2/17)
Coupled Hinges (3/17)
Coupled Hinges (4/17)
Coupled Hinges (5/17)
Coupled Hinges (6/17)
Coupled Hinges (7/17)
Coupled Hinges (8/17)
Coupled Hinges (9/17)
Coupled Hinges (10/17)
Coupled Hinges (11/17)
Coupled Hinges (12/17)
Coupled Hinges (13/17)
Coupled Hinges (14/17)
Coupled Hinges (15/17)
Coupled Hinges (16/17)
Coupled Hinges (17/17)
Fiber Hinges (1/15)
Fiber Hinges (2/15)
Fiber Hinges (3/15)
Fiber Hinges (4/15)
Fiber Hinges (5/15)
Fiber Hinges (6/15)
Fiber Hinges (7/15)
Fiber Hinges (8/15)
Fiber Hinges (9/15)
Fiber Hinges (10/15)
Fiber Hinges (11/15)
Fiber Hinges (12/15)
Fiber Hinges (13/15)
Fiber Hinges (14/15)
Fiber Hinges (15/15)
Static Pushover Analysis
Determine the nonlinear response of a structrure (1/30)
Determine the nonlinear response of a structrure (2/30)
Determine the nonlinear response of a structrure (3/30)
Determine the nonlinear response of a structrure (4/30)
Determine the nonlinear response of a structrure (5/30)
Determine the nonlinear response of a structrure (6/30)
Determine the nonlinear response of a structrure (7/30)
Determine the nonlinear response of a structrure (8/30)
Determine the nonlinear response of a structrure (9/30)
Determine the nonlinear response of a structrure (10/30)
Determine the nonlinear response of a structrure (11/30)
Determine the nonlinear response of a structrure (12/30)
Determine the nonlinear response of a structrure (13/30)
Determine the nonlinear response of a structrure (14/30)
Determine the nonlinear response of a structrure (15/30)
Determine the nonlinear response of a structrure (16/30)
Determine the nonlinear response of a structrure (17/30)
Determine the nonlinear response of a structrure (18/30)
Determine the nonlinear response of a structrure (19/30)
Determine the nonlinear response of a structrure (20/30)
Determine the nonlinear response of a structrure (21/30)
Determine the nonlinear response of a structrure (22/30)
Determine the nonlinear response of a structrure (23/30)
Determine the nonlinear response of a structrure (24/30)
Determine the nonlinear response of a structrure (25/30)
Determine the nonlinear response of a structrure (26/30)
Determine the nonlinear response of a structrure (27/30)
Determine the nonlinear response of a structrure (28/30)
Determine the nonlinear response of a structrure (29/30)
Determine the nonlinear response of a structrure (30/30)
Link Objects
Link Deformations
Link Property
Internal Springs (1/2)
Internal Springs (2/2)
Fixed Degrees of Freedom
Nonlinear Properties (1/2)
Nonlinear Properties (2/2)
Friction Isolator
Multi-Linear
Nonlinear Modal Time-History Analysis
Gaps and Hooks
Maxwell Damper
Steel Floor Plate (1/18)
Steel Floor Plate (2/18)
Steel Floor Plate (3/18)
Steel Floor Plate (4/18)
Steel Floor Plate (5/18)
Steel Floor Plate (6/18)
Steel Floor Plate (7/18)
Steel Floor Plate (8/18)
Steel Floor Plate (9/18)
Steel Floor Plate (10/18)
Steel Floor Plate (11/18)
Steel Floor Plate (12/18)
Steel Floor Plate (13/18)
Steel Floor Plate (14/18)
Steel Floor Plate (15/18)
Steel Floor Plate (16/18)
Steel Floor Plate (17/18)
Steel Floor Plate (18/18)
Reinforced Concrete Slab (1/9)
Reinforced Concrete Slab (2/9)
Reinforced Concrete Slab (3/9)
Reinforced Concrete Slab (4/9)
Reinforced Concrete Slab (5/9)
Reinforced Concrete Slab (6/9)
Reinforced Concrete Slab (7/9)
Reinforced Concrete Slab (8/9)
Reinforced Concrete Slab (9/9)
Reinforced Concrete Beam (1/11)
Reinforced Concrete Beam (2/11)
Reinforced Concrete Beam (3/11)
Reinforced Concrete Beam (4/11)
Reinforced Concrete Beam (5/11)
Reinforced Concrete Beam (6/11)
Reinforced Concrete Beam (7/11)
Reinforced Concrete Beam (8/11)
Reinforced Concrete Beam (9/11)
Reinforced Concrete Beam (10/11)
Reinforced Concrete Beam (11/11)
Reinforced Concrete Column (1/11)
Reinforced Concrete Column (2/11)
Reinforced Concrete Column (3/11)
Reinforced Concrete Column (4/11)
Reinforced Concrete Column (5/11)
Reinforced Concrete Column (6/11)
Reinforced Concrete Column (7/11)
Reinforced Concrete Column (8/11)
Reinforced Concrete Column (9/11)
Reinforced Concrete Column (10/11)
Reinforced Concrete Column (11/11)
Load Optimizer (1/24)
Load Optimizer (2/24)
Load Optimizer (3/24)
Load Optimizer (4/24)
Load Optimizer (5/24)
Load Optimizer (6/24)
Load Optimizer (7/24)
Load Optimizer (8/24)
Load Optimizer (9/24)
Load Optimizer (10/24)
Load Optimizer (11/24)
Load Optimizer (12/24)
Load Optimizer (13/24)
Load Optimizer (14/24)
Load Optimizer (15/24)
Load Optimizer (16/24)
Load Optimizer (17/24)
Load Optimizer (18/24)
Load Optimizer (19/24)
Load Optimizer (20/24)
Load Optimizer (21/24)
Load Optimizer (22/24)
Load Optimizer (23/24)
Load Optimizer (24/24)
Precast Structure (1/15)
Precast Structure (2/15)
Precast Structure (3/15)
Precast Structure (4/15)
Precast Structure (5/15)
Precast Structure (6/15)
Precast Structure (7/15)
Precast Structure (8/15)
Precast Structure (9/15)
Precast Structure (10/15)
Precast Structure (11/15)
Precast Structure (12/15)
Precast Structure (13/15)
Precast Structure (14/15)
Precast Structure (15/15)
Change Supports (1/10)
Change Supports (2/10)
Change Supports (3/10)
Change Supports (4/10)
Change Supports (5/10)
Change Supports (6/10)
Change Supports (7/10)
Change Supports (8/10)
Change Supports (9/10)
Change Supports (10/10)
Composite Beam (1/15)
Composite Beam (2/15)
Composite Beam (3/15)
Composite Beam (4/15)
Composite Beam (5/15)
Composite Beam (6/15)
Composite Beam (7/15)
Composite Beam (8/15)
Composite Beam (9/15)
Composite Beam (10/15)
Composite Beam (11/15)
Composite Beam (12/15)
Composite Beam (13/15)
Composite Beam (14/15)
Composite Beam (15/15)
Footfall Analysis (1/11)
Footfall Analysis (2/11)
Footfall Analysis (3/11)
Footfall Analysis (4/11)
Footfall Analysis (5/11)
Footfall Analysis (6/11)
Footfall Analysis (7/11)
Footfall Analysis (8/11)
Footfall Analysis (9/11)
Footfall Analysis (10/11)
Footfall Analysis (11/11)
Steady-State Analysis (1/8)
Steady-State Analysis (2/8)
Steady-State Analysis (3/8)
Steady-State Analysis (4/8)
Steady-State Analysis (5/8)
Steady-State Analysis (6/8)
Steady-State Analysis (7/8)
Steady-State Analysis (8/8)
Cables over Pulley Systems (1/21)
Cables over Pulley Systems (2/21)
Cables over Pulley Systems (3/21)
Cables over Pulley Systems (4/21)
Cables over Pulley Systems (5/21)
Cables over Pulley Systems (6/21)
Cables over Pulley Systems (7/21)
Cables over Pulley Systems (8/21)
Cables over Pulley Systems (9/21)
Cables over Pulley Systems (10/21)
Cables over Pulley Systems (11/21)
Cables over Pulley Systems (12/21)
Cables over Pulley Systems (13/21)
Cables over Pulley Systems (14/21)
Cables over Pulley Systems (15/21)
Cables over Pulley Systems (16/21)
Cables over Pulley Systems (17/21)
Cables over Pulley Systems (18/21)
Cables over Pulley Systems (19/21)
Cables over Pulley Systems (20/21)
Cables over Pulley Systems (21/21)
Modal Analysis
Eigenvector Analysis (1/3)
Eigenvector Analysis (2/3)
Eigenvector Analysis (3/3)
Ritz - Vector Analysis (1/5)
Ritz - Vector Analysis (2/5)
Ritz - Vector Analysis (3/5)
Ritz - Vector Analysis (4/5)
Ritz - Vector Analysis (5/5)
Modal Analysis Output (1/3)
Modal Analysis Output (2/3)
Modal Analysis Output (3/3)
Lateral force method of analysis (1/9)
Lateral force method of analysis (2/9)
Lateral force method of analysis (3/9)
Lateral force method of analysis (4/9)
Lateral force method of analysis (5/9)
Lateral force method of analysis (6/9)
Lateral force method of analysis (7/9)
Lateral force method of analysis (8/9)
Lateral force method of analysis (9/9)
Modal response spectrum analysis (1/20)
Modal response spectrum analysis (2/20)
Modal response spectrum analysis (3/20)
Modal response spectrum analysis (4/20)
Modal response spectrum analysis (5/20)
Modal response spectrum analysis (6/20)
Modal response spectrum analysis (7/20)
Modal response spectrum analysis (8/20)
Modal response spectrum analysis (9/20)
Modal response spectrum analysis (10/20)
Modal response spectrum analysis (11/20)
Modal response spectrum analysis (12/20)
Modal response spectrum analysis (13/20)
Modal response spectrum analysis (14/20)
Modal response spectrum analysis (15/20)
Modal response spectrum analysis (16/20)
Modal response spectrum analysis (17/20)
Modal response spectrum analysis (18/20)
Modal response spectrum analysis (19/20)
Modal response spectrum analysis (20/20)
Nonlinear static (pushover) analysis (1/15)
Nonlinear static (pushover) analysis (2/15)
Nonlinear static (pushover) analysis (3/15)
Nonlinear static (pushover) analysis (4/15)
Nonlinear static (pushover) analysis (5/15)
Nonlinear static (pushover) analysis (6/15)
Nonlinear static (pushover) analysis (7/15)
Nonlinear static (pushover) analysis (8/15)
Nonlinear static (pushover) analysis (9/15)
Nonlinear static (pushover) analysis (10/15)
Nonlinear static (pushover) analysis (11/15)
Nonlinear static (pushover) analysis (12/15)
Nonlinear static (pushover) analysis (13/15)
Nonlinear static (pushover) analysis (14/15)
Nonlinear static (pushover) analysis (15/15)
Nonlinear time-history analysis (1/21)
Nonlinear time-history analysis (2/21)
Nonlinear time-history analysis (3/21)
Nonlinear time-history analysis (4/21)
Nonlinear time-history analysis (5/21)
Nonlinear time-history analysis (6/21)
Nonlinear time-history analysis (7/21)
Nonlinear time-history analysis (8/21)
Nonlinear time-history analysis (9/21)
Nonlinear time-history analysis (10/21)
Nonlinear time-history analysis (11/21)
Nonlinear time-history analysis (12/21)
Nonlinear time-history analysis (13/21)
Nonlinear time-history analysis (14/21)
Nonlinear time-history analysis (15/21)
Nonlinear time-history analysis (16/21)
Nonlinear time-history analysis (17/21)
Nonlinear time-history analysis (18/21)
Nonlinear time-history analysis (19/21)
Nonlinear time-history analysis (20/21)
Nonlinear time-history analysis (21/21)
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Course details

  • Language: English
  • 716 slides
  • 188 downloadable files