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Intro
Foreword I
Foreword II
Foreword III
Foreword IV
Indian Structural Steel Conference
Message from the Conference Organizing Secretary
Contents
About the Editors
Restoration Works to Existing Heritage Conservation Building at Upper East Coast Road, Singapore
1 Introduction
2 Background
3 Problem Statement
4 Design
5 Methodology
5.1 Work Plan
5.2 Materials Used
5.3 Procedure
5.4 Challenges Faced
6 Conclusion
References
Nonlinear Finite Element Analysis of GFRP Fabrics Strengthened RC Deep Beams Using ABAQUS
1 Introduction

2 Summary of the Test Programme
3 Numerical Study
3.1 Material Modelling
4 Results and Discussion
4.1 Comparison of Experimental and Numerical Analysis
Validation of FE Model
5 Conclusions
References
Study on Short Steel Circular Hollow Sections Jacketed with Carbon Fiber Reinforced Polymers
1 Introduction
2 Experimental Specimens
2.1 Nomenclature of the specimens
2.2 Properties of Specimens
2.3 Preparation of Specimens
3 Experiment Setup
3.1 Axial Static Loading
3.2 Axial Cyclic Loading
4 Experimental Results
4.1 Axial Compression Capacity

4.2 Failure Modes
4.3 Load-Displacement Behavior
4.4 Stress-Strain Behavior
4.5 Influence of CFRP on Stiffness of CHS Specimens
5 Conclusion
References
A Review of Strengthening of RC Beam-Column Junction Using Fiber Reinforced Polymer Composites
1 Introduction
2 Literature Review of Design of Beam-Column Junction with FRP
2.1 Background
2.2 Plastic Hinge Formation at the Joint
2.3 FRP Wrapping to Relocate the Plastic Hinge
3 Conclusion
References
Effect of In-plane Concentrated Load on Buckling Behavior of FRP Composite Panels with Cutout

1 Introduction
2 Theory and Formulation of Equation
2.1 Strain Displacement Relations
2.2 Finite Element Formulation
2.3 Governing Equations
3 Convergence and Comparative Study
3.1 Evaluation of the Problem
3.2 Convergence Studies
3.3 Comparative Studies
4 Results and Discussion
4.1 Effect of Concentrated Edge Load on Buckling of Cross-Ply Cutout Laminate
4.2 Effect of Concentrated Edge Loadings on Buckling of Angle-Ply Cutout Laminate
4.3 Effect of Concentrated Edge Loadings on Buckling of Quasi-ply Cutout Laminate
3.2 Contact Between Steel and Concrete.

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