TY  - BOOK
AU  - Upadhyay, Divyanshu (PT400416)
AU  - Bharitkar, Bapu (Guide)
TI  - Design of high-rise building based on static and dynamic analysis (Softcopy is also available)
U1  - SD TH-0225 
PY  - 2018///
N1  - TABLE OF CONTENTS 
UNDERTAKING    I 
APPROVAL CERTIFICATE    II 
ACKNOWLEDGEMENTS    IV 
ABSTRACT    VI 
Table of Contents    VII 
List of Tables:    XII 
List of Figs:    XV 
Abbreviations:    XIX 
1. INTRODUCTION:   1 
1.1 Background:   1 
1.2 Aim of the thesis:   2 
1.3 Design Basis:   2 
1.3.1 Structural Description:   2 
2. Literature Review:   4 
2.1 Development of Response Spectrum:   4 
2.2 Review of Research:   4 
1. Methodology   9 
3.1 Preparing Architectural and Structural System:   10 
3.2 Basic Load Cases:   10 
3.2.1 Dead Load (DL):   10 
3.2.2 Imposed Load (LL )   11 
3.2.3 Earthquake Load (EL):   12 
3.2.4 Wind Load (WL):   12 
3.3 Load Combination:   13 
3.4 Analysis Method:   13 
3.5 Proposed Specifications for the modelling:   13 
3.6 Design Methodology:   14 
3.7 Serviceability Requirements:   14 
3.8 Design Life:   14 
3.9 Fire Resistance:    15 
3.10 Comparative Study:    15 
3.11 Properties of Materials:    15 
3.11.1 Steel:    15 
3.11.2 Concrete:    15 
4. Analysis and Design Procedure:    16 
4.1 Analysis of Super-Structure:   16 
4.2 Calculation of Wind Load:   24 
4.3 Analysis of Sub-Structure:   24 
5. Results and Observations:   28 
5.1 Modal mass participation ration:   28 
5.2 Modal Behavior in mode 1:   29 
5.3 Modal Behavior in mode 2:   30 
5.4 Modal Behavior in mode 3:   31 
5.5 Table for lateral deflection at Terrace Level for Dynamic Analysis:   31 
5.6 Comparison between deflection pattern in first three modes:   32 
5.7 Story Displacement in SPEC-X for Dynamic Analysis:   33 
5.7 Story Displacement in SPEC-Y for Dynamic Analysis:   34 
5.8 Story Displacement in WLX_5 Yrs. for Dynamic Analysis:   35 
5.9 Story Displacement in WLY_5 Yrs. for Dynamic Analysis:   36 
5.10 Observation from maximum storey displacement in SPEC-X & SPEC-Y:   37 
5.11 Observation from maximum story displacement in WLx_5yrs & WLy_5yrs:   38 
5.11 Torsional Irregularity Check for Dynamic Analysis:   39 
5.12 Time Period Calculation:   40 
5.12 Soft Story Check in Spec-X for Dynamic Analysis:   43 
5.13 Soft Story Check in Spec-Y for Dynamic Analysis:   45 
5.14 Wall Density Calculations in X-Direction:   47 IX 
5.15 Wall Density Calculations in Y-Direction:   47 
5.16 Table for lateral deflection at Terrace Level for Static Analysis:   48 
5.17 Story Displacement in SPEC-X for Static Analysis  48 
5. 18 Story Displacement in SPEC-Y for Static Analysis  49 
5.19 Story Displacement in WLX for Static Analysis:   50 
5.20 Story Displacement in WLY for Static Analysis:   51 
5.21 Torsional Irregularity Check for Static Analysis:   52 
5.22 Soft Story Check in Spec-X for Static Analysis:   53 
5.23 Soft Story Check in Spec-Y for Static Analysis:   55 
5.24 Comparison of lateral deflection at Terrace Level in Dynamic and Static analysis:   56 
5.25 Comparison of Story Displacement in SPEC-X in Static and Dynamic Analysis:   57 
5.26 Comparison of Story Displacement in SPEC-Y in Static and Dynamic Analysis:   58 
5.26 Comparison of Story Displacement in WLX in Static and Dynamic Analysis:   59 
5.27 Comparison of Story Displacement in WLY in Static and Dynamic Analysis:   60 
5.28 Comparison of Story Stiffness in SPEC-X between Static and Dynamic Analysis:   61 
5.28 Comparison of Story Stiffness in SPEC-Y between Static and Dynamic Analysis:   62 
5.29 Comparison between base shear reactions of Static and Dynamic Analysis:   63 
5.30 Comparison between Shear Wall/ Pier Forces of Static and Dynamic Analysis: ............. 63 
5.30.1 Shear Wall CC18:    64 
5.30.2 Shear Wall CC22:   67 
5.30.3 Shear Wall CC23:   70 
5.30.4 Shear Wall CC24:   73 
5.30.5 Shear Wall CC25:   76 
5.30.6 Shear Wall CC28:   79 
5.30.7 Shear Wall CC29:   82 
5.30.8 Shear Wall CC32:   85 
5.30.9 Shear Wall CC33:   88 
5.30.10 Shear Wall CC34:   91 X 
5.30.11 Shear Wall of lift case 1 (CL1):   94 
5.30.12 Shear Wall of lift case 2 (CL2):   97 
5.30.13 Shear Wall CL18:   100 
5.31 Comparison between Beam Forces of Static and Dynamic Analysis:   103 
5.31.1Beam Number B1:   103 
5.31.2Beam Number B2:   106 
5.31.3Beam Number B3:   109 
5.31.4Beam Number B4:   112 
5.31.5Beam Number B5:   115 
5.31.6Beam Number B6:   118 
5.31.7Beam Number B7:   121 
5.33 Results indicated by SAFE analysis:   124 
5.34 Check for two-way shear:   128 
5.32 Check for one-way shear and flexure:   129 
5.33 Design:   129 
5.34 Verification to IS Codes:   129 
6.Conclusion:   130 
7.Future Work:   131 
Reference Codes and Standards:   131 


ER  -