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040 _c
082 _aSD TH-0268
_bSHU
100 _aShukla, Fenil H. (PG180295)
_985745
245 0 _aCritical study on punching shear in flat slab structures with Indian and International codes (Soft copy is also available)
260 _c2020
300 _axv,109p.
505 _aTable Of Contents Undertaking I Certificate Iii Acknowledgment V Abstract Vii Table Of Contents Ix List Of Figures Xi List Of Tables Xii List Of Abbreviations Xiii Chapter 1- Introduction 16 1.1 Overview 16 1.2 Objective 16 1.3 Scope 16 1.4 Methodology 16 1.5 Research Significance 17 1.6 Organizations Of Chapters 17 Chapter 2- Literature Study 18 2.1 Past Failures Of Flat Slab Structures 23 Chapter 3- Flat Slabs: Behaviour And Design Standards 27 3.1 Flat Slabs 27 3.2 Behaviour Of Flat Slabs Structures 28 3.2.1 Punching Shear 28 3.1 Indian Standards Provisions (Is 456:2000, 2000): 31 3.2 American Standards Provisions (Aci318m-14, 2014): 32 3.3 New Zealand Standards Provisions (Nzs 3101-1, 2006): 34 3.4 British Standards Provisions (Bs 8110-1, 1997): 37 3.5 European Standards Provisions (En 1992-1-1): 38 Chapter 4-Transfer Of Unbalanced Moments According To Different Codes 42 4.1 Derivation Of Jc For Rectangular Column 42 4.1.1 Method To Solve Jc For Circular Columns 43 4.1.2 Method To Solve Jc For Circular Columns 44 4.2 Derivation Of W For Rectangular Column 45 4.2.1 Derivation Of W Parameter Of Rectangular Column 45 4.2.2 Method To Solve W For Circular Columns 46 Chapter 5 – Assumptions And Manual Calculations 48 5.1 Assumptions 48 5.2 Comparision Of Manual Calculation With Software 52 5.3 Final Comparison 55 Chapter 6 – Conclusions & Observations 76 5.4 Based On Codes 76 5.5 Based On Perimeter And Design Ratio 77 References 79 Appendix 1: - Calculating Jc And W For Different Shapes Of Column 80 Method To Solve Jc For Other Shapes Of Column 80 Method To Solve W For Other Shapes Of Column 82 Appendix 2: - Design Calculations Sheet 85
700 _aPatel, Hrushikesh (Guide)
_985746
700 _aShah, Aanal (Guide)
_985747
890 _aIndia
891 _a2018 Batch
891 _aFT-PG
891 _aStructural Design
942 _2ddc
_cTHE