TY  - BOOK
AU  - Gandhi, Jaimin Kiranbhai (PG180358)
AU  - Patel, Devang (Guide)
TI  - Seismic analysis of pier & pile foundation as per IRC 6 :2017 & IRC SP 114:2018- a comparative study (Soft copy is also available)
U1  - SD TH-0269 
PY  - 2020///
N1  - Contents
Undertaking   I
Certificate   III
Acknowledgments   VI
Abstract   VIII
Table Of Contents   X
List of Figures   XIII
List of Tables   XIV
Abbreviations   XVI
1.0 Introduction   1
1.1 What Is Bridge?   1
1.2 Components Of Bridge:   1
1.3 Force Flow Diagram Of Bridge:   2
1.4 Introduction To Earthquake In Bridge Structures:   3
1.5 Seismic Design Philosophy:   4
1.6 Indian code scenario for changes in seismic design philosophies for bridge structures.   5
1.7 Capacity-Based Design.   6
1.8 Need Of Study:   6
1.9 Objective Of Work:   6
1.10 Scope Of Work:   7
1.11 Working Methodology:   7
1.12 Key Project Details:   7
2.0 Literature Review   8
2.1 Research Paper 1   8
2.2 Research Paper 2   9
2.3 Research Paper 3   10
2.4 Research Paper 4   10
2.5 Codal Comparison (IRC 6 :2017 Vs IRC SP 114 :2018):   11
3.0 Load Calculations   13
3.1 Dead Load   14
3.1.1 For Super Structure:   14
3.1.2 For Sub - Structure:   16
3.2 Live Load:   18
3.3. Longitudinal Forces:   21
3.3.1 Braking force:   21
3.3.2 Bearing Friction:   22
3.4 Wind Force:   23
3.5 Water Current Force:   25
3.6 Buoyancy Force:   28
3.7 Seismic Force:   28
3.8 Load combinations:   31
4.0 Guidelines for Seismic Design   32
4.1. Chapter 2. Introduction   32
4.2. Chapter 3. Conceptual Design   32
4.3 Chapter 4. Seismic Induced Forces & Site Selection   32
4.4. Chapter 5. Seismic Analysis Methods   35
4.5. Chapter 6. General Design Provisions   35
4.6. Chapter 7. Seismic Design Methods   36
4.7. Chapter 8. Design Of Bridge Components   37
4.8. Chapter 9. Ductile Detailing Of Structures   37
4.9. Chapter 10. Seismic Isolation Devices   37
5.0. Seismic Analysis Of Bridge Sub Structure & Foundation   38
5.1 Elastic Seismic Acceleration Method: (ESAM)   38
5.2 Elastic Response Spectrum Method: (ERSM)   39
5.3 Time History Method   41
5.4. Minimum Design Horizontal Seismic Force   41
5.5 Requirement Of Method For Seismic Analysis   42
5.6 Problem Statement   42
5.7 Seismic Analysis By ESAM   44
5.8 Seismic Analysis By ERSM: (By Single Line Model)   44
5.9 Seismic Analysis By ERSM: (By Whole Sub Structure Model)   45
6.0 Capacity Based Design of bridge sub- structure   46
6.1 Advantages Of Capacity Design Method   46
6.2 Design Steps For Capacity Based Design   46
6.3 Structural Components To Be Design On The Basis Of Capacity-Based Design   47
6.4 Design Of Concrete Sections With Ductile Detailing   47
7.0 Results & Discussion   49
7.1 Determination Of Time Period   49
7.2 Determination Of Ah   51
7.3 Determination Of Base Shear   53
7.4 Summary Of Above Results   55
7.5 Determination Of Vertical Forces   56
7.6 Final Conclusion Of Project   57
7.7 Future Scope of Work   57
7.8 Span vs Height Results   58
References   60
Annexures   61

ER  -