TY  - BOOK
AU  - Joshi, Shivangee (UC7016)
AU  - Thaker, Parth (Guide)
TI  - Assessing the design parameters influencing the seismic performance of confined Masonry (Softcopy is also available)
U1  - B TH-0925 
PY  - 2020///-21
N1  - Index Of Chapters
Certificate Of Approval   3
Acknowledgement    4
Abstract    5
Index Of Chapters   6
List Of Table    9
List Of Figures     10
Notations   11  
Abbreviations    11
Chapter 1: Introduction   12
1.1. Introduction    12
1.2. Need For Study    12
1.3. Objective  12
1.4. Scope   12
1.5. Methodology   13
1.6. Research Timeline  13
1.7. Outline Of The Study   13
Chapter 2: Literature Review    14
2.1. Introduction  14
2.1.1. Performance Of Confined Masonry During Past Earthquakes   14
2.1.2. Major Differences In Cm Technology And Rc Frames  15
2.1.3. Failure Mechanism   16
2.2. Parameters Influencing Seismic Performance Of Cm Walls  16
2.2.1. Wall Density     16
2.2.2. Wall Openings    16
2.2.3. Toothing    16
2.2.4. Aspect Ratio     17
2.2.5. Vertical Confinement (Tie Column)  17
2.2.6. Horizontal Confinement (Tie Beam)  17
2.2.7. Masonry Properties   17
2.3. General Requirements Related To Confined Masonry   17
2.4. Seismic Evaluation Methods   18
2.4.1. Simplified Method     19
2.4.2. Advanced Methods   19
2.4.3. Drawbacks Of Existing Approaches:   19
2.5. Research Gap   20
Chapter 3: Analysis And Results   21
3.1. Problem Statement   21
3.1.1. Building Geometry Of Cm Building   21
3.1.2. Material Properties   21
3.1.3. Seismic Parameters  22
3.1.4. Loads Considered    22
3.2. Manual Calculations   22
3.2.1. Calculation Of Confined Masonry Seismic Weight  22
3.2.2. Calculation Of Base Shear   22
3.2.3. Distribution Of Design Lateral Force   25
3.3. Modelling   25
3.3.1. Masonry Properties   26
3.3.2. Data Of Openings Considered For The Study   28
3.3.3. Data For Confining Schemes Around Openings   29
3.4. Analysis And Results  29
3.4.1. Analysis Results For Various Opening Cases    30
3.4.2. Analysis For Various Confining Schemes  34
Chapter 4: Conclusion    37
4.1. Conclusion   37
4.2. Future Scope Of Study   37
Bibliography    38
Appendix A    39
Building Plan Selected  39
Appendix B    40
Confining Schemes   40
Appendix C     44
Models With Different Opening Percentages   44

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