Design of high-rise building based on static and dynamic analysis (Softcopy is also available) (Record no. 55077)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 05108nam a2200181Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 180908s9999||||xx |||||||||||||| ||und|| |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | SD TH-0225 |
| Item number | UPA |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Upadhyay, Divyanshu (PT400416) |
| 245 #0 - TITLE STATEMENT | |
| Title | Design of high-rise building based on static and dynamic analysis (Softcopy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2018 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 132p.,15Sheets |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | TABLE OF CONTENTS <br/>UNDERTAKING I <br/>APPROVAL CERTIFICATE II <br/>ACKNOWLEDGEMENTS IV <br/>ABSTRACT VI <br/>Table of Contents VII <br/>List of Tables: XII <br/>List of Figs: XV <br/>Abbreviations: XIX <br/>1. INTRODUCTION: 1 <br/>1.1 Background: 1 <br/>1.2 Aim of the thesis: 2 <br/>1.3 Design Basis: 2 <br/>1.3.1 Structural Description: 2 <br/>2. Literature Review: 4 <br/>2.1 Development of Response Spectrum: 4 <br/>2.2 Review of Research: 4 <br/>1. Methodology 9 <br/>3.1 Preparing Architectural and Structural System: 10 <br/>3.2 Basic Load Cases: 10 <br/>3.2.1 Dead Load (DL): 10 <br/>3.2.2 Imposed Load (LL ) 11 <br/>3.2.3 Earthquake Load (EL): 12 <br/>3.2.4 Wind Load (WL): 12 <br/>3.3 Load Combination: 13 <br/>3.4 Analysis Method: 13 <br/>3.5 Proposed Specifications for the modelling: 13 <br/>3.6 Design Methodology: 14 <br/>3.7 Serviceability Requirements: 14 <br/>3.8 Design Life: 14 <br/>3.9 Fire Resistance: 15 <br/>3.10 Comparative Study: 15 <br/>3.11 Properties of Materials: 15 <br/>3.11.1 Steel: 15 <br/>3.11.2 Concrete: 15 <br/>4. Analysis and Design Procedure: 16 <br/>4.1 Analysis of Super-Structure: 16 <br/>4.2 Calculation of Wind Load: 24 <br/>4.3 Analysis of Sub-Structure: 24 <br/>5. Results and Observations: 28 <br/>5.1 Modal mass participation ration: 28 <br/>5.2 Modal Behavior in mode 1: 29 <br/>5.3 Modal Behavior in mode 2: 30 <br/>5.4 Modal Behavior in mode 3: 31 <br/>5.5 Table for lateral deflection at Terrace Level for Dynamic Analysis: 31 <br/>5.6 Comparison between deflection pattern in first three modes: 32 <br/>5.7 Story Displacement in SPEC-X for Dynamic Analysis: 33 <br/>5.7 Story Displacement in SPEC-Y for Dynamic Analysis: 34 <br/>5.8 Story Displacement in WLX_5 Yrs. for Dynamic Analysis: 35 <br/>5.9 Story Displacement in WLY_5 Yrs. for Dynamic Analysis: 36 <br/>5.10 Observation from maximum storey displacement in SPEC-X & SPEC-Y: 37 <br/>5.11 Observation from maximum story displacement in WLx_5yrs & WLy_5yrs: 38 <br/>5.11 Torsional Irregularity Check for Dynamic Analysis: 39 <br/>5.12 Time Period Calculation: 40 <br/>5.12 Soft Story Check in Spec-X for Dynamic Analysis: 43 <br/>5.13 Soft Story Check in Spec-Y for Dynamic Analysis: 45 <br/>5.14 Wall Density Calculations in X-Direction: 47 IX <br/>5.15 Wall Density Calculations in Y-Direction: 47 <br/>5.16 Table for lateral deflection at Terrace Level for Static Analysis: 48 <br/>5.17 Story Displacement in SPEC-X for Static Analysis 48 <br/>5. 18 Story Displacement in SPEC-Y for Static Analysis 49 <br/>5.19 Story Displacement in WLX for Static Analysis: 50 <br/>5.20 Story Displacement in WLY for Static Analysis: 51 <br/>5.21 Torsional Irregularity Check for Static Analysis: 52 <br/>5.22 Soft Story Check in Spec-X for Static Analysis: 53 <br/>5.23 Soft Story Check in Spec-Y for Static Analysis: 55 <br/>5.24 Comparison of lateral deflection at Terrace Level in Dynamic and Static analysis: 56 <br/>5.25 Comparison of Story Displacement in SPEC-X in Static and Dynamic Analysis: 57 <br/>5.26 Comparison of Story Displacement in SPEC-Y in Static and Dynamic Analysis: 58 <br/>5.26 Comparison of Story Displacement in WLX in Static and Dynamic Analysis: 59 <br/>5.27 Comparison of Story Displacement in WLY in Static and Dynamic Analysis: 60 <br/>5.28 Comparison of Story Stiffness in SPEC-X between Static and Dynamic Analysis: 61 <br/>5.28 Comparison of Story Stiffness in SPEC-Y between Static and Dynamic Analysis: 62 <br/>5.29 Comparison between base shear reactions of Static and Dynamic Analysis: 63 <br/>5.30 Comparison between Shear Wall/ Pier Forces of Static and Dynamic Analysis: ............. 63 <br/>5.30.1 Shear Wall CC18: 64 <br/>5.30.2 Shear Wall CC22: 67 <br/>5.30.3 Shear Wall CC23: 70 <br/>5.30.4 Shear Wall CC24: 73 <br/>5.30.5 Shear Wall CC25: 76 <br/>5.30.6 Shear Wall CC28: 79 <br/>5.30.7 Shear Wall CC29: 82 <br/>5.30.8 Shear Wall CC32: 85 <br/>5.30.9 Shear Wall CC33: 88 <br/>5.30.10 Shear Wall CC34: 91 X <br/>5.30.11 Shear Wall of lift case 1 (CL1): 94 <br/>5.30.12 Shear Wall of lift case 2 (CL2): 97 <br/>5.30.13 Shear Wall CL18: 100 <br/>5.31 Comparison between Beam Forces of Static and Dynamic Analysis: 103 <br/>5.31.1Beam Number B1: 103 <br/>5.31.2Beam Number B2: 106 <br/>5.31.3Beam Number B3: 109 <br/>5.31.4Beam Number B4: 112 <br/>5.31.5Beam Number B5: 115 <br/>5.31.6Beam Number B6: 118 <br/>5.31.7Beam Number B7: 121 <br/>5.33 Results indicated by SAFE analysis: 124 <br/>5.34 Check for two-way shear: 128 <br/>5.32 Check for one-way shear and flexure: 129 <br/>5.33 Design: 129 <br/>5.34 Verification to IS Codes: 129 <br/>6.Conclusion: 130 <br/>7.Future Work: 131 <br/>Reference Codes and Standards: 131 <br/><br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Bharitkar, Bapu (Guide) |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | 2016 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 | 08/09/2018 | Faculty of Technology | SD TH-0225 UPA | 019898 | 08/09/2018 | 08/09/2018 | Thesis |