Comparative study of spherical, conical & elliptical domes (Also available on CD) (Record no. 54770)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02999nam a2200181Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 180731s9999||||xx |||||||||||||| ||und|| |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | SD TH-0209 |
| Item number | SAI |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Saikia, Arnav Jyoti (PT400414) |
| 245 #0 - TITLE STATEMENT | |
| Title | Comparative study of spherical, conical & elliptical domes (Also available on CD) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2018 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xii,101p.,CD-ROM |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS<br/>Abstract iv <br/>Acknowledgement v <br/>Contents vi <br/>List of tables viii <br/>List of figures ix <br/>List of abbreviations xii <br/>1. Introduction 1 <br/>1.1. General 1 <br/>1.2. Scope of Work 2 <br/>2. Literature Review 3 <br/>3. Sensitivity Analysis 5 <br/>3.1. General 5 <br/>3.2. Sensitivity Analysis of Spherical Dome 5 <br/>3.3. Sensitivity Analysis of Conical Dome 10 <br/>3.4. Sensitivity Analysis of Elliptical Dome 12 <br/>4. Domes with Axis along Vertical 14 <br/>4.1. General 14 <br/>4.2. Analysis of Spherical Domes 14 <br/>4.2.1. Geometric Proportioning 14 <br/>4.2.2. Analysis of Segmental Dome (φ = 52°) 15 <br/>4.2.3. Analysis of Segmental Dome (φ = 71°) 22 <br/>4.2.4. Analysis of Hemispherical Dome (φ = 90°) 27 <br/>4.3. Conical Domes 33 <br/>4.3.1. Geometric Proportioning 33 <br/>4.3.2. Analysis of Conical Dome (Rise = 4.88m) 33 <br/>4.3.3. Analysis of Conical Dome (Rise = 7.13m) 39 <br/>4.3.4. Analysis of Conical Dome (Rise = 10m) 44 <br/>4.4. Elliptical Domes 49 <br/>4.4.1. Analysis of Elliptical Dome (Rise = 4.88m) 49 <br/>4.4.2. Analysis of Elliptical Dome (Rise = 7.13m) 55 <br/>4.4.3. Analysis of Elliptical Dome (Rise = 10m) 60 <br/>5. Domes with Axis inclined to Vertical 61 <br/>5.1. Exploring New Forms of Domes 61 <br/>5.1.1. Tilting a Spherical Dome – The Globe Formation 61 <br/>5.1.2. Generating the Ice-cream Cone 62 <br/>5.1.3. Generating the Cap 63 <br/>5.2. Analysis of The Globe 65 <br/>5.2.1. STAAD Model 65 <br/>5.2.2. Loads & Definition 66 <br/>5.2.3. Deflection 67 <br/>5.2.4. Plate Stresses 68 <br/>5.3. Analysis of The Ice-Cream Cone 70 <br/>5.3.1. STAAD Model 70 <br/>5.3.2. Loads & Definition 72 <br/>5.3.3. Deflection 73 <br/>5.3.4. Plate Stresses 74 <br/>5.4. Analysis of The Cap 76 <br/>5.4.1. STAAD Model 76 <br/>5.4.2. Loads & Definition 79 <br/>5.4.3. Deflection 81 <br/>5.4.4. Plate Stresses 82 <br/>6. Design of Domes 85 <br/>6.1. Design of Domes 85 <br/>6.1.1. Elastic Buckling Strength Check 86 <br/>6.1.2. Shell Design 88 <br/>6.1.3. Design of Ring Beams of Regular Domes 89 <br/>6.1.4. Design of Ring Beams of Irregular Domes 90 <br/>7. Conclusion 93 <br/>7.1. Interpretetion of Stresses 93 <br/>7.2. Comparative Study on Economy 94 <br/>References & Bibliography 97 <br/>Appendix 98 <br/>A. Forces & Displacements in Spherical Domes loaded by edge forces uniform around a parallel circle 98 <br/>B. Table -2 , IS: 875 (Part – 2) 99 <br/>C. Values of Coefficients C & Q in Ellipsoids 100<br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Shah, Dhara (Guide) |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | 2014 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 |
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| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 31/07/2018 | Faculty of Technology | SD TH-0209 SAI | 019656 | 31/07/2018 | 31/07/2018 | Thesis |