Seismic analysis of pier & pile foundation as per IRC 6 :2017 & IRC SP 114:2018- a comparative study (Soft copy is also available) (Record no. 68035)

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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20210225155656.0
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Transcribing agency
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Classification number SD TH-0269
Item number GAN
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Gandhi, Jaimin Kiranbhai (PG180358)
245 #0 - TITLE STATEMENT
Title Seismic analysis of pier & pile foundation as per IRC 6 :2017 & IRC SP 114:2018- a comparative study (Soft copy is also available)
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Date of publication, distribution, etc 2020
300 ## - PHYSICAL DESCRIPTION
Extent xvi,165p.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note Contents<br/>Undertaking I<br/>Certificate III<br/>Acknowledgments VI<br/>Abstract VIII<br/>Table Of Contents X<br/>List of Figures XIII<br/>List of Tables XIV<br/>Abbreviations XVI<br/>1.0 Introduction 1<br/>1.1 What Is Bridge? 1<br/>1.2 Components Of Bridge: 1<br/>1.3 Force Flow Diagram Of Bridge: 2<br/>1.4 Introduction To Earthquake In Bridge Structures: 3<br/>1.5 Seismic Design Philosophy: 4<br/>1.6 Indian code scenario for changes in seismic design philosophies for bridge structures. 5<br/>1.7 Capacity-Based Design. 6<br/>1.8 Need Of Study: 6<br/>1.9 Objective Of Work: 6<br/>1.10 Scope Of Work: 7<br/>1.11 Working Methodology: 7<br/>1.12 Key Project Details: 7<br/>2.0 Literature Review 8<br/>2.1 Research Paper 1 8<br/>2.2 Research Paper 2 9<br/>2.3 Research Paper 3 10<br/>2.4 Research Paper 4 10<br/>2.5 Codal Comparison (IRC 6 :2017 Vs IRC SP 114 :2018): 11<br/>3.0 Load Calculations 13<br/>3.1 Dead Load 14<br/>3.1.1 For Super Structure: 14<br/>3.1.2 For Sub - Structure: 16<br/>3.2 Live Load: 18<br/>3.3. Longitudinal Forces: 21<br/>3.3.1 Braking force: 21<br/>3.3.2 Bearing Friction: 22<br/>3.4 Wind Force: 23<br/>3.5 Water Current Force: 25<br/>3.6 Buoyancy Force: 28<br/>3.7 Seismic Force: 28<br/>3.8 Load combinations: 31<br/>4.0 Guidelines for Seismic Design 32<br/>4.1. Chapter 2. Introduction 32<br/>4.2. Chapter 3. Conceptual Design 32<br/>4.3 Chapter 4. Seismic Induced Forces & Site Selection 32<br/>4.4. Chapter 5. Seismic Analysis Methods 35<br/>4.5. Chapter 6. General Design Provisions 35<br/>4.6. Chapter 7. Seismic Design Methods 36<br/>4.7. Chapter 8. Design Of Bridge Components 37<br/>4.8. Chapter 9. Ductile Detailing Of Structures 37<br/>4.9. Chapter 10. Seismic Isolation Devices 37<br/>5.0. Seismic Analysis Of Bridge Sub Structure & Foundation 38<br/>5.1 Elastic Seismic Acceleration Method: (ESAM) 38<br/>5.2 Elastic Response Spectrum Method: (ERSM) 39<br/>5.3 Time History Method 41<br/>5.4. Minimum Design Horizontal Seismic Force 41<br/>5.5 Requirement Of Method For Seismic Analysis 42<br/>5.6 Problem Statement 42<br/>5.7 Seismic Analysis By ESAM 44<br/>5.8 Seismic Analysis By ERSM: (By Single Line Model) 44<br/>5.9 Seismic Analysis By ERSM: (By Whole Sub Structure Model) 45<br/>6.0 Capacity Based Design of bridge sub- structure 46<br/>6.1 Advantages Of Capacity Design Method 46<br/>6.2 Design Steps For Capacity Based Design 46<br/>6.3 Structural Components To Be Design On The Basis Of Capacity-Based Design 47<br/>6.4 Design Of Concrete Sections With Ductile Detailing 47<br/>7.0 Results & Discussion 49<br/>7.1 Determination Of Time Period 49<br/>7.2 Determination Of Ah 51<br/>7.3 Determination Of Base Shear 53<br/>7.4 Summary Of Above Results 55<br/>7.5 Determination Of Vertical Forces 56<br/>7.6 Final Conclusion Of Project 57<br/>7.7 Future Scope of Work 57<br/>7.8 Span vs Height Results 58<br/>References 60<br/>Annexures 61<br/>
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Patel, Devang (Guide)
890 ## - Country
Country India
891 ## - Topic
Topic 2018 Batch
891 ## - Topic
Topic FT-PG
891 ## - Topic
Topic Structural Design
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    Dewey Decimal Classification     Faculty of Technology   CEPT Library CEPT Library 30/08/2020 Faculty of Technology SD TH-0269 GAN 022515 30/08/2020 30/08/2020 Thesis
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