Prediction models for M-Q curves of semi rigid connections (Also available on CD) (Record no. 54769)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02397nam 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-0208 |
| Item number | SON |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Soni, Apurva (PT400314) |
| 245 #0 - TITLE STATEMENT | |
| Title | Prediction models for M-Q curves of semi rigid connections (Also available on CD) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2018 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xx,65p.,CD-ROM |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS<br/>Abstract ix<br/>Acknowledgement xi<br/>Contents xiii<br/>List of Tables xvi<br/>List of Figures xviii<br/>List of Abbreviations xx<br/>1. Introduction 1<br/>Types of Connections 1<br/>1.1.1. Rigid Connections 1<br/>1.1.2. Simple Connections 1<br/>1.1.3. Semi-Rigid Connections 2<br/>Analysis of Steel Frames 2<br/>Types of Semi rigid connection 4<br/>1.3.1. Single Web Angle Connection 4<br/>1.3.2. Double Web Angle Connection 4<br/>1.3.3. Top & Seat Angle Connection 5<br/>1.3.4. Top & Seat Double Web Angle Connection 6<br/>1.3.5. Header Plate Connection 7<br/>1.3.6. Flush End Plate Connection 7<br/>1.3.7. Extended End Plate Connection 7<br/>Objective of the Study 7<br/>2. Literature Review 9<br/>3. Connection Classification 13<br/>Eurocode 3 Classification <br/>3.1.1. Classification by Stiffness 14<br/>3.1.2. Classification by Strength 15<br/>AISC classification 16<br/>Bjorhovde’s Classification 18<br/>4. Prediction Models 19<br/>Frye Morris Polynomial Model 19<br/>Attiogbe & Morris Model 21<br/>Kishi & Chen Model 23<br/>Prabha Model (Modified Frye-Morris Model) 24<br/>5. Finite Element Analysis 27<br/>Experimental Data 27<br/>Finite Element Analysis 29<br/>5.2.1. Geometry formation 29<br/>5.2.2. CAD to ANSYS transfer 29<br/>5.2.3. ANSYS 30<br/>6. Comparision Of Prediction Models 39<br/>Observations 39<br/>7. Conclusion 41<br/>Future Scope 41<br/>8. References 43<br/>9. Appendix 1 45<br/>Units 45<br/>Model 45<br/>9.2.1. Geometry 45<br/>9.2.2. Parts 46<br/>9.2.3. Coordinate Systems 47<br/>9.2.4. Connections 48<br/>9.2.5. Contacts 48<br/>9.2.6. Contact Tools 48<br/>9.2.7. Contact Tool 49<br/>9.2.8. Mesh 57<br/>9.2.9. Mesh Controls 58<br/>Static Structural 59<br/>9.3.1. Analysis 59<br/>9.3.2. Analysis Settings 59<br/>9.3.3. Loads 60<br/>9.3.4. Solution 61<br/>9.3.5. Solution Information 61<br/>Material Data 63<br/>9.4.1. Bolts 4.6 63<br/>9.4.2. Fe250 63<br/><br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Gajjar, R. K. (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-0208 SON | 019655 | 31/07/2018 | 31/07/2018 | Thesis |