Study of reinforcement on ductility demand as per IS 1786 : 2008 and IS 13920 : 2016 (Soft copy is also available) (Record no. 56793)
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| 000 -LEADER | |
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| fixed length control field | 02023nam a2200193Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 191024s9999||||xx |||||||||||||| ||und|| |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | SD TH-0252 |
| Item number | GIR |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Girish, Niriksha H. (PT401217) |
| 245 #0 - TITLE STATEMENT | |
| Title | Study of reinforcement on ductility demand as per IS 1786 : 2008 and IS 13920 : 2016 (Soft copy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2019 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | ii,5,71p. |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS<br/>Undertaking 2<br/>Certificate 3<br/>Acknowledgement 4<br/>Abstract 5<br/>List of figures 8<br/>List of tables 11<br/>1 INTRODUCTION 13<br/>1.1 General background 13<br/>1.2 Seismic performance - Mobilising ductility 13<br/>1.3 Ductility - A contributing parameter in seismic design 14<br/>1.4 Contributors to ductility in Reinforced concrete buildings 15<br/>1.5 Capacity - Based Design 17<br/>1.6 Evolution of the Code of Practice for seismic forces - Indian scenario 18<br/>1.7 Objective of study 19<br/>1.8 Scope of study 19<br/>1.8.1 Experimental Programme 19<br/>1.8.2 Analysis Programme 20<br/>2 LITERATURE REVIEW 23<br/>2.1 Evaluation of properties of steel reinforcing bars for seismic design 23<br/>2.1.1 Introduction 23<br/>2.1.2 Description of experiment 23<br/>2.1.3 Conclusion 24<br/>2.2 Seismic design of reinforced concrete and masonry buildings 24<br/>2.3 IS 1786:2016 25<br/>2.4 IS 13920:2016 27<br/>2.5 Evolution of reinforcing bars 28<br/>2.6 TMT manufacturing process 28<br/>2.7 Chemical constituents of steel 30<br/>3 EXPERIMENTAL PROGRAMME 33<br/>3.1 Introduction 33<br/>3.2 Methodology 33<br/>3.3 Inferences 36<br/>3.3.1 Nominal mass per meter 36<br/>3.3.2 Yield strength 39<br/>3.3.3 Ultimate tensile strength 40<br/>3.3.4 Ratio of UTS to YS 41<br/>3.3.5 Percentage elongation 42<br/>3.3.6 Conclusions of the experimental programme 43<br/>4 ANALYSIS PROGRAMME 47<br/>4.1.1 Introduction 47<br/>4.1.2 Methodology 47<br/>4.1.3 Conclusions of analysis programme 54<br/>5 SUMMARY AND FUTURE SCOPE 56<br/>5.1 Summary 56<br/>5.2 Future scope 56<br/>6 REFERENCES 58<br/>7 ANNEXURE A 60<br/>8 ANNEXURE B 61<br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Shah, Mehul (Guide) |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Shah, Aanal (Guide) |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | 2017 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 | 24/10/2019 | Faculty of Technology | SD TH-0252 GIR | 021591 | 24/10/2019 | 24/10/2019 | Thesis |