SAP2000 - Avanzado | Structural Academy

Objetivos del curso

Con estas diapositivas es posible, por un lado, comprender una amplia lista de temas avanzados de modelización y simulación que son posibles de resolver con SAP2000, y por otro lado, para los alumnos que ya están más familiarizados con el programa, la observación detenida de las diapositivas permite en muchos casos comprender la ejecución y réplica de los distintos ejercicios que se adjuntan como ficheros de modelos de SAP2000 a lo largo de las diapositivas.

Destinatarios

Profesionales, estudiantes y profesores interesados en temas más avanzados de modelización con elementos finitos y SAP2000.

Contenidos en: 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)

Detalles del curso

Idioma: Inglés
716 diapositivas
188 archivos para descargar

SAP2000 - Avanzado

Objetivos del curso

Destinatarios

01 Advanced Modelling with SAP2000

02 Geometric Nonlinearity

03 Material Nonlinearity

04 Advanced Procedures and Modeling Techniques

05 Modal Analysis - Advanced Topics

06 Seismic Analysis

07 References

Detalles del curso