Evaluation of effectiveness of outrigger and belt truss system in tall buildings (Soft copy is also available) (Record no. 68036)
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| fixed length control field | 04363nam a2200229Ia 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20210225153141.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 200830s9999||||xx |||||||||||||| ||und|| |
| 040 ## - CATALOGING SOURCE | |
| Transcribing agency | |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | SD TH-0270 |
| Item number | SUR |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Sureja, Jay (PG180376) |
| 245 #0 - TITLE STATEMENT | |
| Title | Evaluation of effectiveness of outrigger and belt truss system in tall buildings (Soft copy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2020 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xxxiii,135p. |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | List of Contents<br/>Undertaking iii<br/>Certificate v<br/>Acknowledgement vii<br/>Abstract ix<br/>List of Contents xiii<br/>List of Figures xix<br/>List of Tables xxiii<br/>List of Graphs xxv<br/>Notations xxxi<br/>1. Introduction 1<br/>1.1 Tall Building Definition 1<br/>1.2 History of Development of Tall Building 1<br/>1.3 Need of Tall Buildings 5<br/>1.4 Introduction of Outrigger and Belt truss System 5<br/>1.5 Objective of This Study 7<br/>1.6 Scope of Work 8<br/>2. Literature Review 9<br/>2.1 Indian Standard for Tall Building 9<br/>2.2 Technical Papers for Analysis of Outrigger and Belt Truss System 10<br/>3 Methodology & Load Calculations 19<br/>3.1 Details of Case Study for 2D frame and 3D structure 19<br/>3.2 Dead and Live Loads 22<br/>3.3 Wind Loads 23<br/>3.3.1 Static Wind 23<br/>3.3.2 Along Wind 25<br/>3.3.3 Across Wind 27<br/>3.3.4 Wind Analysis in ETABS 2017 Software 28<br/>3.3.4.1 Auto Lateral Wind Load 28<br/>3.3.4.2 Auto Lateral User Load 29<br/>3.4 Seismic Loads 29<br/>3.4.1 Static Earthquake Analysis in ETABS 31<br/>3.4.2 Dynamic Earthquake Analysis in ETABS 31<br/>3.5 Lateral Load Summary 32<br/>3.6 Load Combination 36<br/>4. Preliminary Analysis on 2D Frames 37<br/>4.1 Objective 37<br/>4.2 Method of Analysis for Single Outrigger System 37<br/>4.3 Optimum Location for Single Outrigger 39<br/>4.4 Effect of Element Sizes in Outrigger System 40<br/>4.5 2D Frame Model in CSI ETABS 2017 41<br/>4.5.1 Modeling of Outrigger 41<br/>4.5.2 Connection of Outrigger with Shear Wall Frame System 42<br/>4.5.3 P-Delta Effect 42<br/>4.5.4 Verification of Behavior of Outrigger System in ETABS 43<br/>4.5.5 Section Properties Modification 43<br/>5. Detailed Analysis 45<br/>5.1 Software 45<br/>5.2 Participation of Frame and Core for Lateral Load 45<br/>5.3 Structural Systems 46<br/>5.3.1 RCC Building 47<br/>5.3.2 Steel Building 50<br/>6. Results & Discussions 53<br/>6.1 Top Displacement Comparison 53<br/>6.1.1 Displacement along Height of RCC Core Outrigger System 53<br/>6.1.2 Displacement along Height of Steel Braced Core Outrigger System 55<br/>6.2 Story Drift Comparison 57<br/>6.2.1 Story Drift along Height of RCC Core Outrigger System 57<br/>6.2.2 Story Drift along Height of Steel braced Core Outrigger System 59<br/>6.3 Base Moment Comparison in Core 61<br/>6.3.1 Base Moment along Height of RCC Core Outrigger System 61<br/>6.3.2 Base Moment along Height of Steel Braced Core Outrigger System 63<br/>6.4 Axial Force in Columns for Lateral Load Case 65<br/>6.4.1 Axial Force in Column of RCC Core Outrigger System 65<br/>6.4.2 Axial Force in Column of Steel Braced Core Outrigger System 69<br/>6.5 Differential Shortening in Core and Outrigger Column 72<br/>6.5.1 Differential Shortening in Core and Column of RCC Core Outrigger System 72<br/>6.5.2 Differential Shortening in Core and Column of RCC Core Outrigger System 73<br/>6.6 Comparison between RCC Core Outrigger and Steel Braced Core Outrigger System 73<br/>6.6.1 Comparison of Stiffness of System 73<br/>6.6.2 Comparison of Participation of Frame and Core in Systems for Lateral Load 74<br/>6.6.3 Compression of Top Displacement 75<br/>6.6.4 Comparison of Base Moment 75<br/>6.6.5 Efficiency of Reduction in Deflection 76<br/>6.6.6. Efficiency of Reduction in Base Moment 77<br/>7. Conclusion & Future Scope 79<br/>7.1 Conclusion 79<br/>7.2 Future Scope 80<br/>References 81<br/>Appendix 1: Wind Load Calculation 85<br/>Appendix 2: Seismic Load Calculation 85<br/>Appendix 3: 2D Frame Outrigger System Analysis 85<br/>Appendix 4: Slab Thickness Design 85<br/>Appendix 5: Span Consideration for Secondary Beam 85<br/>Appendix 6: Steel Beam Design 85<br/>Appendix 7: Steel Column Design 85<br/>Appendix 8: Steel Bracing Design 85<br/>Appendix 9: RCC Column Design 85<br/>Appendix 10: RCC Beam Design 85<br/>Appendix 11: Composite Beam Design 85<br/><br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Patel, Bhairav (Guide) |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | 2018 Batch |
| 891 ## - Topic | |
| Topic | FT-PG |
| 891 ## - Topic | |
| Topic | Structural Design |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Item type | Thesis |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Source of acquisition | Full call number | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 30/08/2020 | Faculty of Technology | SD TH-0270 SUR | 022516 | 30/08/2020 | 30/08/2020 | Thesis |