The term “push-over analysis”

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Table of contents

1. Introduction
1. 1 Objectives
1. 2 Significant of Study
1. 3 Methodologies
1. 4 Arrangement of Thesis
2. Bibliography
2. 1 Types of Inoxydable Steel
2. 2 Application of Inoxydable Steel in Construction
2. 3 Composition of Inoxydable Steel
2. 4 Inoxydable Steel in Composite Concrete
2.4. 1 Tension Stiffening Model
2.4. 2 Investigation of Tension Stiffening
2. 5 Inoxydable Steel in Structural Elements
2.5. 1 Free Vibration Analysis
2.5. 2 Push-Over Analysis
2.5. 3 Time History Analysis
3. Material Models
3. 1 Mechanical Properties of Inoxydable Steel
3.1. 1 Laboratory Test on Inoxydable Steel
3.1. 2 Tensile Test Results
3. 2 Constitutive Laws of Inoxydable Steel
3.2. 1 Method of Ramberg-Osgood
3.2. 2 Application to Inoxydable Steel
3.2. 3 The Developed Equations
3. 3 Mechanical Properties of Concrete
3.3. 1 Standard Plain Concrete
3.3. 2 Ultra-high Performance Fiber-reinforced Concrete (BFUP)
3. 4 Interaction Model in Composite Concrete
3. 5 Laboratory Investigation
3.5. 1 Samples and Settings
3.5. 2 Tension Stiffening Phenomenon
3. 6 Nonlinear Numerical Analysis
3.6. 1 Method and Approach
3.6. 2 Material Models
3.6. 3 Section Analysis
3.6. 4 Beam Analysis
3.6. 5 Tension Stiffening Model for Inoxydable Steel
3.6. 6 Comparison with Carbon Steel
3. 7 Finite Element Analysis
3.7. 1 Modeling Strategies
3.7. 2 Inelastic constitutive model for concrete
3.7. 4 Comparison of experimental and numerical results
3. 8 Tension Stiffening in Composite Concrete Reinforced with BFUP and Inox
3. 9 Remarks and Conclusions
4. Inoxydable Steel in Structural Elements
4. 1 Reinforced Concrete Beam
4. 2 Reinforced Concrete Frame
4.2. 1 Free Vibration Analysis
4.2. 2 Nonlinear Push-Over Analysis
4.2. 3 Time History Analysis
4. 3 Remarks and Conclusion
5. Conclusions and Recommendations
6. References
7. List of Abbreviations and Symbols
8. Annex
8.1 Analytical Procedures in NNA
8.2 Code developed using MATLAB

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