Implication of cracked moment of inertia on design of reinforced concrete structure in zone - III (Soft copy is also available) (Record no. 56801)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02058nam 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-0260 |
| Item number | SHA |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Shah, Meet (PT402017) |
| 245 #0 - TITLE STATEMENT | |
| Title | Implication of cracked moment of inertia on design of reinforced concrete structure in zone - III (Soft copy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2019 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | ii,7,x,74p. |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS<br/>Undertaking i<br/>Certificate iii<br/>Acknowledgements v<br/>Abstract vii<br/>Table of Contents ix<br/>List of Figures 1<br/>List of Tables 2<br/>1. Introduction 7<br/>1.1 Overview 7<br/>1.2 Philosophy behind implication of reduced stiffness 9<br/>1.3 Need of study 9<br/>1.4 Scope of study 10<br/>1.5 Flow of report 10<br/>2. Literature Review 11<br/>3. Methodology 13<br/>3.1 Procedure/ Methodology 13<br/>3.2 Hypothetical Cases 13<br/>3.3 Real Cases 15<br/>4. Results 19<br/>4.1 Displacement/Drift 19<br/>4.1.1 Drift for model with plan aspect Ratio 1:1 19<br/>4.1.2 Drift for model with plan aspect Ratio 2:1 24<br/>4.1.3 Drift for G+7 residential building 29<br/>4.1.4 Result Discussion of Displacement/Drift 31<br/>4.2 Column 32<br/>4.2.1 Columns results for model with plan aspect Ratio 1:1 for static analysis 32<br/>4.2.2 Columns results for model with plan aspect Ratio 2:1 for static analysis 34<br/>4.2.3 Columns results for model with plan aspect Ratio 1:1 for dynamic analysis 38<br/>4.2.4 Columns results for model with plan aspect Ratio 2:1 for dynamic analysis 40<br/>4.2.5 Columns results for G+7 residential building 44<br/>4.2.6 Result Discussion of columns 47<br/>4.3 Beams 49<br/>4.3.1 Beams results for model with plan aspect Ratio 1:1 for static analysis 49<br/>4.3.2 Beams results for model with plan aspect Ratio 2:1 for static analysis 55<br/>4.3.3 Beams results for G+7 residential building 67<br/>4.3.4 Result discussion of beams 69<br/>4.4 Beam-Column joint 70<br/>4.4.1 Result discussion of beam-column joint 72<br/>5. Conclusion 73<br/>5.1.1 Future scope of work 73<br/>6. References 74<br/><br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Shah, Aanal (Guide) |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Patel, Shashin (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-0260 SHA | 021599 | 24/10/2019 | 24/10/2019 | Thesis |