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Table of Contents
Intro
Contents
About the Editors
Soil Structure Interaction (SSI) Analysis of Shear Wall Buildings with a Below-Ground Parkade
1 Introduction
2 Building Founded on Rock
2.1 Analytical Model
2.2 Validation of OPENSEES Model
2.3 Parametric Study
2.4 Analysis of Results
3 Building Founded on Soil Overlying Rock
3.1 Analytical Model
3.2 Parametric Study
3.3 Analysis of Results
4 Conclusions
References
Probabilistic Analysis of Brittle Fracture Design Code Provisions for Steel Bridges
1 Introduction
2 Literature Review on Eurocode Methods
2.1 Eurocode Fracture Mechanics: K-factor Based Method
3 Probabilistic Analysis
3.1 Target Reliability Index (Beta) and Probability of Failure
3.2 Distribution Types and Statistical Parameters
3.3 Results: Base Case Analysis
3.4 Results: Variation of Crack Size
3.5 Results: Variation of Load
3.6 Results: Variation of Plate Thickness
4 Conclusions and Future Work
References
Geocell-Reinforced Lateral Support for Anchoring Structural Foundations
1 Introduction
2 Methodology
3 Modeling Elastic Soil Stiffness
4 CASE 1
Light Anchoring Rods
4.1 Fence description
4.2 Soil Stratum
4.3 Results
5 CASE 2
Pile with Pile Cap
5.1 Soil Stratum
5.2 Results
6 Conclusion
References
Analysis of Full-Scale Plate-Based Tensegrity Structure Using Dynamic Relaxation
1 Introduction
2 Analytical Study
2.1 Plate Tensegrity Structure
2.2 Simulated Tensegrity Structure Using Dynamic Relaxation
3 Results
4 Discussion
4.1 Simulation Results
4.2 Preliminary Joint Design
5 Conclusions and Future Work
References
Numerical Study of Standard and Extended Shear Tab Connections in Steel I-Beam
1 Introduction
2 Selected Previous Research on Shear Tab Connections
3 Non Linear Finite Element Modeling of Shear Tabs
3.1 Selection of Element
3.2 Material Properties
3.3 Contact Properties
3.4 Boundary Condition
3.5 Analysis Type
3.6 Load Application
3.7 Geometric Imperfection
3.8 Residual Stress
4 Model Validation
4.1 Details of the Validated Specimens
4.2 Validation of the Finite Element Model
5 Parametric Study on Shear Tab Connection
5.1 Parametric Test Details
5.2 Variation of Shear Force with Shear Tab Length
5.3 Variation of Twist with the Shear Tab Length
5.4 Connection Shear Force-Shear Displacement Curves
6 Conclusions
References
Behavior of Steel I-Beams Reinforced While Under Load
1 Introduction
2 Finite Element Analysis of Reinforced Steel I-Beams
2.1 Development of Finite Element Model
2.2 Validation of Finite Element Model
3 Parametric Studies
3.1 Effect of Preload Magnitude
3.2 Effect of Initial Residual Stress
3.3 Effect of Welding Residual Stress
3.4 Effect of Difference in Steel Grade Between I-Beam and Cover Plate (Hybrid Material)
4 Conclusion
Contents
About the Editors
Soil Structure Interaction (SSI) Analysis of Shear Wall Buildings with a Below-Ground Parkade
1 Introduction
2 Building Founded on Rock
2.1 Analytical Model
2.2 Validation of OPENSEES Model
2.3 Parametric Study
2.4 Analysis of Results
3 Building Founded on Soil Overlying Rock
3.1 Analytical Model
3.2 Parametric Study
3.3 Analysis of Results
4 Conclusions
References
Probabilistic Analysis of Brittle Fracture Design Code Provisions for Steel Bridges
1 Introduction
2 Literature Review on Eurocode Methods
2.1 Eurocode Fracture Mechanics: K-factor Based Method
3 Probabilistic Analysis
3.1 Target Reliability Index (Beta) and Probability of Failure
3.2 Distribution Types and Statistical Parameters
3.3 Results: Base Case Analysis
3.4 Results: Variation of Crack Size
3.5 Results: Variation of Load
3.6 Results: Variation of Plate Thickness
4 Conclusions and Future Work
References
Geocell-Reinforced Lateral Support for Anchoring Structural Foundations
1 Introduction
2 Methodology
3 Modeling Elastic Soil Stiffness
4 CASE 1
Light Anchoring Rods
4.1 Fence description
4.2 Soil Stratum
4.3 Results
5 CASE 2
Pile with Pile Cap
5.1 Soil Stratum
5.2 Results
6 Conclusion
References
Analysis of Full-Scale Plate-Based Tensegrity Structure Using Dynamic Relaxation
1 Introduction
2 Analytical Study
2.1 Plate Tensegrity Structure
2.2 Simulated Tensegrity Structure Using Dynamic Relaxation
3 Results
4 Discussion
4.1 Simulation Results
4.2 Preliminary Joint Design
5 Conclusions and Future Work
References
Numerical Study of Standard and Extended Shear Tab Connections in Steel I-Beam
1 Introduction
2 Selected Previous Research on Shear Tab Connections
3 Non Linear Finite Element Modeling of Shear Tabs
3.1 Selection of Element
3.2 Material Properties
3.3 Contact Properties
3.4 Boundary Condition
3.5 Analysis Type
3.6 Load Application
3.7 Geometric Imperfection
3.8 Residual Stress
4 Model Validation
4.1 Details of the Validated Specimens
4.2 Validation of the Finite Element Model
5 Parametric Study on Shear Tab Connection
5.1 Parametric Test Details
5.2 Variation of Shear Force with Shear Tab Length
5.3 Variation of Twist with the Shear Tab Length
5.4 Connection Shear Force-Shear Displacement Curves
6 Conclusions
References
Behavior of Steel I-Beams Reinforced While Under Load
1 Introduction
2 Finite Element Analysis of Reinforced Steel I-Beams
2.1 Development of Finite Element Model
2.2 Validation of Finite Element Model
3 Parametric Studies
3.1 Effect of Preload Magnitude
3.2 Effect of Initial Residual Stress
3.3 Effect of Welding Residual Stress
3.4 Effect of Difference in Steel Grade Between I-Beam and Cover Plate (Hybrid Material)
4 Conclusion