CONTENTS
Declaration i
Approval Certificate ii
Acknowledgment iii
Abstract iv
INDEX v
List of Figures vii
List of Graphs viii
Abbreviations ix
INTRODUCTION 1
1.1 General Background 1
1.2 Structural systems 1
1.2.1 RCC Frame System 2
1.2.2 RCC Frame System + RCC Shear Wall 2
1.2.3 Steel Frame System + Concentric Bracing 2
1.2.4 Steel Frame System + Eccentric Bracing 3
1.2.5 Steel Frame System + RCC Shear Wall 4
1.2.6 Steel Frame System + Composite Beam Action 5
1.3 Project Details 6
1.4 Objective of study 7
1.5 Scope of work 7
LITERATURE REVIEW 9
2.1 Literature Review 1 9
2.2 Literature Review 2 9
2.3 Literature Review 3 10
DESIGN METHODOLOGY 11
3.1 Introduction 11
3.2 Loading Considerations 11
3.2.1 Dead Load 11
3.2.2 Live Load 11
3.2.3 Earthquake Load 12
3.2.4 Wind Load 13
3.3 Load Combinations 16
3.4 Analysis and Design of Structural Systems 17
3.4.1 RCC Frame System 17
3.4.2 RCC Frame System + RCC Shear Wall 18
3.4.3 Steel Frame System + Concentric Bracing 20
3.4.4 Steel Frame System + Eccentric Bracing 23
3.4.5 Steel Frame System + RCC Shear Wall 26
3.4.6 Steel Frame System + Composite Beam Action 27
3.5 Fire Resistance 29
COMPARISON RESULTS 30
4.1 Axial forces in Concentric vs Eccentric Bracings 30
4.2 Base Shear comparison 35
4.3 Story Displacement due to lateral loads 36
4.4 Lateral load resisting system participation 38
4.5 Weight Comparison 42
4.6 Steel Frame System Quantity 43
CONCLUSION 44
REFERENCES 45
Literature Paper References: 45
List of Codes: 45
ANNEXURE A 46