Impact of variation in plan configuration on structural behaviour of reinforced concrete building (Soft copy is also available) (Record no. 56795)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 02081nam 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-0254 |
| Item number | PAT |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Patel, Dhruv S. (PT401417) |
| 245 #0 - TITLE STATEMENT | |
| Title | Impact of variation in plan configuration on structural behaviour of reinforced concrete building (Soft copy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2019 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | ii,8,xiii,51p. |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | Contents<br/>Declaration i<br/>Approval Certificate iii<br/>Acknowledgement v<br/>Abstract vii<br/>List of Tables xi<br/>List of Figures xiii<br/>CHAPTER 1 INTRODUCTION 1<br/>1.1 Code Clauses for Irregularities 2<br/>1.1.1 Re-entrant corner 2<br/>1.1.2 Torsional irregularity 4<br/>1.2 Necessity for the study 4<br/>1.3 Objective of Study 5<br/>CHAPTER 2 LITERATURE STUDY 6<br/>CHAPTER 3 STRUCTURAL MODELLING 11<br/>3.1 General 11<br/>3.2 Analysis Using ETABS 11<br/>3.3 Modelling of building frames in ETABS 11<br/>3.3.1 Building Model Description 11<br/>3.3.2 Geometry of the building & Seismic Data to be considered in Model 12<br/>CHAPTER 4 METHOD OF ANALYSIS 15<br/>4.1 Overview of seismic methods 15<br/>4.1.1 Equivalent Static Method 15<br/>4.1.2 Dynamic Analysis Method 17<br/>CHAPTER 5 CASE STUDIES 19<br/>5.1 Centre of mass and centre of resistance 20<br/>5.2 Storey Displacement 23<br/>5.3 Model Mass Participation 26<br/>5.4 Mode Shapes 27<br/>5.5 Proposed Location and sizes of column to mitigate torsion 31<br/>5.5.1 For 18-meter height building 31<br/>5.5.2 For 33-meter height building 31<br/>5.5.3 For 48-meter height building 32<br/>CHAPTER 6 DISCUSSION ON RESULTS 34<br/>6.1 Comparison of earthquake forces by changing Aspect Ratio 35<br/>6.2 Normalized Shear Force 37<br/>6.2.1 Corner column C1 37<br/>6.2.2 Edge Column C10 and C19 38<br/>6.2.3 Intermediate Column C9 & C20 40<br/>6.2.4 Re-entrant Column C8 41<br/>6.3 Normalized Design Bending Moment 42<br/>6.3.1 Corner Column C1 42<br/>6.3.2 Edge Column C10 and C19 44<br/>6.3.3 Intermediate Column C9 & C200 45<br/>6.3.4 Re-entrant Column C8 46<br/>6.4 Conclusion 49<br/>CHAPTER 7 REFERENCES 51 |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Shah, Anal N. (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-0254 PAT | 021593 | 24/10/2019 | 24/10/2019 | Thesis |