Performance review of 2B + G + 22 irregular tall building with and without infill (Soft copy is also available) (Record no. 56787)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 03483nam a2200181Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 191024s9999||||xx |||||||||||||| ||und|| |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | SD TH-0246 |
| Item number | GAN |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Gandhi, Aashlesh (PT400517) |
| 245 #0 - TITLE STATEMENT | |
| Title | Performance review of 2B + G + 22 irregular tall building with and without infill (Soft copy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2019 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 11,xvi,79p.,11sheets |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS<br/>Undertaking iii<br/>Certificate v<br/>Acknowledgement vii<br/>Abstract ix<br/>Table of Contents xi<br/>List of Tables xiv<br/>List of Figures xv<br/>1 CHAPTER – 1 INTRODUCTON 1<br/>1.1 Overview 1<br/>1.2 Need of the Study 3<br/>1.3 Objective of the Study 4<br/>1.4 Scope of Work 4<br/>1.5 Layout of Study 4<br/>2 CHAPTER – 2 LITERATURE STUDY 5<br/>2.1 Methods of Seismic Analysis 5<br/>2.1.1 Equivalent Static Analysis 6<br/>2.1.2 Non-Linear Static Analysis (Pushover Analysis) 6<br/>2.1.3 Response Spectrum Analysis 7<br/>2.1.4 Time History Analysis 8<br/>2.1.5 Review of Earlier Work 9<br/>2.2 Along and Across Wind Loads 10<br/>2.3 Equivalent Diagonal Strut for Infill Walls 11<br/>2.3.1 Review of Earlier Work 12<br/>3 CHAPTER – 3 Modelling of Building and Infill 13<br/>3.1 Modelling of the Buildings 13<br/>3.1.1 Introduction to the Project. 13<br/>3.1.2 Project in Terms of code. 14<br/>3.1.3 Modelling in ETABS 16<br/>3.1.4 Observations 18<br/>3.2 Modelling of Infill Wall. 20<br/>3.2.1 Stiffness Properties of Diagonal Strut Model 20<br/>3.2.2 Length and Area of Diagonal Strut 20<br/>4 CHAPTER – 4 RESULTS 23<br/>4.1 Base Shear Comparison 23<br/>4.2 Top Storey Displacement Comparison 23<br/>4.3 Storey Drift Comparison 24<br/>4.4 Storey Displacement Comparison 25<br/>4.5 Storey Forces Comparison 26<br/>4.6 Storey Acceleration Comparison 27<br/>4.7 Storey Stiffeness Comparison 28<br/>4.8 Modal Participation Mass Ratio and Time Period Comparison 29<br/>4.9 Top Storey Displacement at Every Corner 30<br/>5 CHAPTER – 5 CONSLUSION 31<br/>5.1 Conclusion 31<br/>5.1.1 Base Shear Comparison 31<br/>5.1.2 Storey Drift Comparison 31<br/>5.1.3 Storey Displacement Comparison 31<br/>5.1.4 Maximum Displacement Comparison 31<br/>5.1.5 Storey Forces Comparison 31<br/>5.1.6 Storey Stiffens Comparison 31<br/>5.1.7 Storey Acceleration Comparison 32<br/>5.1.8 Modal Mass Participation 32<br/>6 CHAPTER – 6 Bibliography 33<br/>A. Annexure – A Architectural Layout 37<br/>A.1 Drawing Index 37<br/>B. Annexure – B Software Modelling 39<br/>B.1 Response Spectrum Method of Analysis 39<br/>B.1.1 Define Response Spectrum Function 39<br/>B.1.2 Define Response Spectrum Case 40<br/>B.2 Time History Method of Analysis 42<br/>B.2.1 Define Time History Function 42<br/>B.2.1 Define Time History Case 44<br/>B.3 Modelling of Infill Walls 46<br/>B.3.1 Define Material Property of Masonry Infill. 46<br/>B.3.2 Frame Assignments 47<br/>C. Annexure – C Load Calculations 49<br/>C.1 Load Combinations Considered 49<br/>C.2 Load Calculation 49<br/>C.2.1 Earthquake Calculation 50<br/>C.2.2 Location of Diaphragm 53<br/>C.2.3 Diaphragm Eccentricity 54<br/>C.2.4 Static Wind Load Calculation 57<br/>C.2.5 Along Wind Load Calculation 61<br/>C.2.6 Across Wind Load Calculation 66<br/>C.2.7 Check – Modal Participation Mass Check 71<br/>C.2.8 Check – Torsional Irregularity Check 72<br/>C.2.9 Check – Mass Irregularity Check 73<br/>C.2.10 Check – Stiffness Irregularity Check 74<br/>C.2.11 Check – Storey Drift Check 75<br/>D. Annexure – D Miscellaneous Data 77<br/>D.1 Imposed load Reduction factor 77<br/>D.2 Corner Location 77<br/>D.3 Infill Walls Considered 78<br/><br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Shah, Japan (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 | Shelving location | 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 | Processing Center | 24/10/2019 | Faculty of Technology | SD TH-0246 GAN | 021585 | 24/10/2019 | 24/10/2019 | Thesis |