Analysis and design of stadium pavilion (Softcopy is also available) (Record no. 55078)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 02911nam a2200181Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 180908s9999||||xx |||||||||||||| ||und|| |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | SD TH-0226 |
| Item number | DIW |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Diwan, Salik A. (PT400516) |
| 245 #0 - TITLE STATEMENT | |
| Title | Analysis and design of stadium pavilion (Softcopy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2018 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 62p.,20Sheets |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENT <br/>Acknowledgement iv <br/>Abstract v <br/>Contents vi <br/>List of figures viii <br/>List of tables ix <br/>Abbreviations x <br/>1. Introduction 1 <br/>1.1. Project details 1 <br/>2. Literature review 2 <br/>3. Research objective and detailed methodology 9 <br/>4. Analysis and design procedure 10 <br/>4.1. System-1 10 <br/>4.1.1. Structural layout 10 <br/>4.1.2. Methodology 10 <br/>4.1.3. Dimensions of various Structural Components are as follows 10 <br/>4.1.4. Load calculations 11 <br/>4.1.5. Load combinations used 14 <br/>4.1.6. Application of cracked moment of inertia as per is: 1893 2016 14 <br/>4.1.7. Dynamic Earthquake Analysis 15 <br/>4.1.8. Check for torsion irregularity 15 <br/>4.1.9. Dual system Criteria 15 <br/>4.1.10. Calculation of separation Joint 16 <br/>4.1.11. Check for Storey Drift 16 <br/>4.1.12. Design 17 <br/>4.1.12.1. Beam Design 17 <br/>4.1.12.2. Column Design 17 <br/>4.1.13. Footing Design 18<br/>4.1.13.1. Footing Analysis and Design 19 <br/>4.2. System-2 4.2.1. Introduction 20. <br/>4.2.2. General Classification of Shells 20 <br/>4.2.3. Methodology to be adopted 21 <br/>4.2.4. General information of Cylindrical Shell 21 <br/>4.2.5. Basic classification of Cylindrical Shell 22 <br/>4.2.6. Loads acting on Cylindrical Shell 22 <br/>4.2.7. Major forces acting on Cylindrical Shell 23 <br/>4.2.8. General Planning Layout of Cylindrical shell 23 <br/>4.2.9. Boundary conditions for shell with edge beams 24 <br/>4.2.10. Structural system 24 <br/>4.2.11. Earthquake load in Z-direction 25 <br/>4.2.12. Application of Cracked Moment of Inertia as per IS 1893:2016 25 <br/>4.2.13. Dynamic Earthquake Analysis 26 <br/>4.2.14. Check for torsional irregularity 26 <br/>4.2.15. Calculation of separation Joint 26 <br/>4.2.16. Check for Storey Drift 27 <br/>4.2.17. Design of Cylindrical shell 27 <br/>4.3. System-3 4.3.1. Introduction 27 <br/>4.3.2. General information of Hyperbolic paraboloid shell 27 <br/>4.3.3. Different forms of Hyperbolic Paraboloids 28 <br/>4.3.4. Type of Hyperbolic Paraboloid used 29 <br/>4.3.5. Structural system 29 <br/>4.3.6. Load acting on Hyperbolic Paraboloid Shell 29 <br/>4.3.7. Earthquake load in Z direction 29 <br/>5. Results and observations 5.1. System-1 32 <br/>5.2. System-2 34 <br/>5.3. System-3 41 <br/>6. Conclusions 42 <br/>7. Future work 43 <br/>8. Reference list 44 <br/>9. Annexure 45<br/> 9.1. Annexure – 1 45 <br/>9.2. Annexure – 2 62 <br/><br/><br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Shah, Vinod R. (Guide) |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | 2016 Batch |
| 891 ## - Topic | |
| Topic | FT-PG |
| 891 ## - Topic | |
| Topic | Structural Design |
| 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 | 08/09/2018 | Faculty of Technology | SD TH-0226 DIW | 019899 | 08/09/2018 | 08/09/2018 | Thesis |