Design and development of the day ra hai ok mam thank final project PPT.pptx

Stability of Design

1. A Presentation on SEISMIC AND WIND RESILLENCE STUDY OF A 15 STORY HIGH-RISE BUILDING WITH FLOATING COLUMNS IN SEISMIC ZONES II & V Submitted by P.Rajeswari (226C1D8703) Under the Guidance of: B. Dhanunjai Rao (M.Tech) Assistance Professor DEPARTMENT OF CIVIL ENGINEERING MIRACLE EDUCATIONAL SOCIETY GROUP OF INSTITUTIONS

2. ABSTRACT The use of Floating Columns in the construction of High-Rise Buildings, specifically in the context of G+15 structures in metropolitan cities, as per Indian standards. Floating Columns play a significant role in transferring loads from the floors to the beams, affecting the overall stability of the building. Several factors impact the structural design, including bending moments, shear forces, torsion, and deflection. The structural design of a building is crucial for its durability, strength, stability, and lifespan. Due to the growing population in metropolitan areas, there is a need for high-rise buildings that we can accommodate both commercial and residential spaces on a single platform. Commercial and Residential Floors have different load requirements. Therefore, floating columns are specifically used for residential floors to address these varying load demands. The structural analysis takes into account. Seismic and Wind Forces as per Indian standards (IS 1893-2016 for seismic analysis and IS 875-2015 for wind analysis) for different Seismic Zones (Zone- Ⅱ and Ⅴ). The materials used in the construction include concrete with a grade of M40 and steel with a grade of Fe550D. This distinction in floor height is taken into account in the structural design. The design of high-rise buildings, especially in seismic-prone regions, requires a thorough understanding of structural engineering principles and adherence to local building codes and standards to ensure the safety and stability of the structure. The use of floating columns can be a part of a structural design strategy to address varying load requirements in different parts of the building. Safety is paramount in the design and construction of high-rise buildings, particularly in areas susceptible to seismic activity and strong winds.

3. CONTENT: INTRODUCTION METHODOLOGY GRAPHS AND RESULTS CONCULSION REFERENCE

4. introduction The Design and Construction of High-rise buildings demand meticulous analysis and consideration of various factors to ensure structural integrity, safety, and resilience particularly in regions prone to seismic activity and varying wind speeds. This study delves into the analysis of a high-rise building with 15 stories (G+15) utilizing a unique structural feature using floating columns. The Primary focus is on assessing the building's response to seismic forces and different wind speeds, aiming to enhance our understanding of the structural behavior and performance under these dynamic conditions. Seismic zones present a significant challenge for engineers and architects, as ground movements during an earthquake can exert substantial forces on a structure.

5. By incorporating floating columns, this research explores an innovative approach to mitigate the impact of seismic forces. Floating columns, which are designed to uplift during seismic events, can potentially reduce the transmission of lateral forces to the structure and improve overall seismic resilience. These zones have varying seismic intensities. Zone II has lower seismicity compared to Zone V, which is a high-seismicity zone. These are columns designed to accommodate vertical movements during seismic events, reducing shear forces on the structure. Wind loads pose another critical aspect in the design and analysis of tall structures, influencing both lateral and torsional responses.

6. FLOATING COLUMNS: Floating columns refer to structural columns that are supported by beams or slabs at both ends, rather than being directly anchored to the ground or foundation below. These columns appear to "float" above the ground or lower floors because they lack traditional support from the ground level. Floating columns are also known as "hanging columns" or "cantilevered columns." Floating columns are often used in architectural designs to create open and spacious areas without the obstruction of traditional columns on the ground floor. They can be employed in various types of buildings, including commercial, residential, and institutional structures.

7. Architectural Aesthetics: Floating columns can enhance the architectural appeal of a building by creating an illusion of openness and spaciousness. They can be strategically placed to create visually appealing spaces. Flexible Space Planning: Since floating columns do not extend all the way to the ground, they offer more flexibility in interior space planning. This can be especially advantageous in open floor plans or areas where clear spans are desired. Structural Efficiency: Floating columns can reduce the overall weight of a structure by eliminating the need for columns throughout the entire height of the building. This can lead to cost savings in materials and construction. Natural Lighting and Ventilation: By minimizing the number of columns, floating columns can allow for better natural lighting and ventilation within a building. This can contribute to a more comfortable and energy-efficient indoor environment. ADVANTAGES OF FLOATING COLUMNS:

8. Facade Design: Floating columns can be integrated into the facade design of a building, creating interesting visual effects and architectural features. They can be clad in various materials to complement the overall design aesthetic. Construction Speed: In some cases, the use of floating columns can expedite the construction process since they may require less foundation work and can be installed more quickly than traditional columns. Adaptability: Floating columns can be designed to accommodate changes in building use or layout over time. They offer a degree of adaptability that can be beneficial in dynamic environments. Structural Integrity: Properly designed and engineered floating columns can maintain the structural integrity of a building while still providing the desired architectural and spatial benefits.

9. ETABS can integrate with other engineering software applications like AutoCAD and Revit, allowing seamless data exchange and collaboration between different tools. It generates detailed reports and documentation of analysis and design results, which are crucial for project documentation and communication with stakeholders. ETABS in present days leading design software in the market. Many design companies use this software for their project design purpose. The innovative and revolutionary ETABS is ultimate integrated software. LINEAR STATIC METHOD: A linear static analysis in an analysis where a linear relation holds between applied forces and displacements. In practice, this is applicable to structural problems where stresses remain in the linear elastic range of the used material. In a linear static analysis the model’s stiffness matrix is constant, and the solving process is relatively short compared to a nonlinear analysis on the same model. Therefore, for a first estimate, the linear static analysis is often used prior to performing a full nonlinear analysis. METHODOLOGY

10. Define Geometry : Start by creating the basic geometry of your building in ETABS. This includes defining the structural elements such as beams, columns, slabs, walls, and any other components that make up your building. Assign Properties : Once the geometry is defined, assign appropriate properties to each structural element. This includes material properties such as concrete or steel for beams and columns, as well as section properties such as dimensions and reinforcement details. Define Loads : Specify the loads acting on the building. This includes dead loads (self-weight of structural elements), live loads (occupant loads, furniture, etc.), and any other applicable loads such as wind, seismic, or snow loads based on the location and building codes. Create Supports : Define the support conditions for your building. This includes fixing the base of the building to represent the foundation and any other support conditions such as hinges or rollers at specific locations . Meshing : Generate the finite element mesh for your model. ETABS uses finite element analysis (FEA) to simulate the behavior of the structure, and meshing divides the structure into smaller elements for analysis. MODELLING AND ANALYSIS:

11. Apply Constraints : Apply any additional constraints or boundary conditions as needed. This may include constraints on displacements, rotations, or other behaviors based on the structural design requirements. Run Analysis : Once your model is fully defined with geometry, properties, loads, supports, and constraints, you can run the analysis in ETABS. Review Results : After the analysis is complete, review the results to evaluate the structural performance of the building. This includes checking deflections, stresses, member forces, displacements, and other relevant output data. Generate Reports : Finally, generate reports and documentation summarizing the modeling process, analysis results, design optimizations, and any other relevant information for project documentation and communication with stakeholders.

12. COMMERICAL FLOORS UPTO FIVE STOREYS

13. RESIDENTIAL FLOORS SIX TO ELEVEN STOREYS

14. DUPLEX FLOORS TWELVE TO SIXTEEN STOREYS

15. DUPLEX FLOORS TWELVE TO SIXTEEN STOREYS

16. S.No Particulars Dimensions/Size/Value 1. Model G+ 15 2. Floor Height 3m 3. Plan size 55.54m x 59.84m 4. Size of columns 0.9x0.6m (G + 4), 0.3x0.6m(5 +15) 5 Size of beam 0.45x0.3m & 0.6x0.23m 6. Walls External Walls – 0.23m Internal Walls – 0.115m 7. Thickness of slab 150mm & 115mm 8. Type of soil Type-II, Medium to well-graded sandy clays  as per IS 1893 9. Material used Concrete 10. Static analysis Linear static Analysis 11. Software used ETABS DETAILS OF MODEL:

17. TYPES OF LOADS GRAVITY LOADS LATERAL LOADS DEAD LIVE WIND EARTHQUAKE LOADS DUE TO EARTH PRRESURE BLAST OR IMPACT LOADS FLOOR LIVE SNOW LIVE ROOF LIVE LOADS:

18. CODES USED: IS: 456-2000 IS: 875-PART-II-1987 IS: 875-PART-III-2015 IS: 800-2007 IS:1893-2016

19. ZONES AREA WIND SPEED (mph) ZONE-11 HYDERABAD 44 ZONE-V KASHMIR 39

20. Plan at ETABS

21. Properties of Commercial Column

22. Properties of Residential Column

23. Properties of Commercial Beam

24. Properties of Residential Beam

25. Properties of Commercial Slab

26. Properties of Residential Slab

27. EQX at Zone-II

28. EQY at Zone-II

29. Wind Load at Zone-II

30. EQX at Zone-V

31. EQY at Zone-V

32. Wind Load at Zone-V

33. 3-D View of Building

34. LOAD COMBINATIONS S.No Load combinations 1. 1.5(D.L+L.L) 2. 1.2(D.L+L.L+EQ(X)) 3. 1.2(D.L+L.L+EQ(-X)) 4. 1.5(DL+EQ(X)) 5. 1.5(DL+EQ(-X)) 6. 0.9D.L+1.5EQ(X) 7. 0.9D.L+1.5EQ(-X) 8. 1.2(D.L+L.L+EQ(Y)) 9. 1.2(D.L+L.L+EQ(-Y)) 10. 1.5(D.L+EQ(Y)) 11. 1.5(D.L+EQ(-Y)) 12. 0.9D.L+1.5EQ(Y) 13. 0.9D.L+1.5EQ(-Y)

35. Analysis of Building

36. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 303 426.10 432.92 425.04 424.73 Storey 14 2012 356.41 378.58 349.56 349.10 Storey 13 2476 384.37 424.07 374.11 372.89 Storey 12 2940 395.97 451.83 382.98 380.97 Storey 11 3404 412.90 482.97 397.94 395.14 Storey 10 3868 431.52 514.15 415.28 411.68 Storey 9 4332 452.04 545.31 435.16 430.83 Storey 8 4796 479.28 582.76 462.32 456.92 Storey 7 5260 489.62 592.24 473.48 468.82 Storey 6 5724 593.37 694.41 578.84 568.68 Storey 5 6188 390.09 630.35 389.26 358.01 GRAPHS AND RESULTS

37. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 384 129.53 155.85 120.60 120.36 Storey 14 2093 134.68 194.90 118.52 116.93 Storey 13 2557 142.43 234.27 120.44 117.42 Storey 12 3021 148.53 268.33 122.20 117.73 Storey 11 3485 151.25 295.57 121.93 116.02 Storey 10 3949 151.33 316.80 120.30 112.98 Storey 9 4413 149.12 332.98 117.53 108.72 Storey 8 4901 143.35 342.40 109.59 99.89 Storey 7 5365 147.26 359.12 115.10 103.96 Storey 6 5829 145.88 343.66 118.29 107.30 Storey 5 6269 169.97 423.17 140.52 69.58

38. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 254 125.16 130.78 44.81 123.11 Storey 14 1963 112.65 164.48 43.92 107.31 Storey 13 2427 118.21 208.53 117.77 110.47 Storey 12 2903 123.10 246.21 83.86 93.39 Storey 11 3367 132.19 279.30 90.51 98.54 Storey 10 3831 140.32 308.04 87.94 103.95 Storey 9 4325 147.83 334.74 93.76 106.32 Storey 8 4789 155.97 357.45 99.44 113.41 Storey 7 5253 157.94 374.12 103.12 117.55 Storey 6 5717 183.29 417.63 107.52 137.59 Storey 5 6139 175.27 378.65 168.81 149.73

39. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 343 114.75 115.65 44.81 115.73 Storey 14 2052 102.87 126.60 43.92 28.89 Storey 13 2575 108.10 171.35 117.77 34.36 Storey 12 3044 110.33 209.90 83.86 72.71 Storey 11 3508 112.22 245.54 90.51 76.76 Storey 10 3972 119.11 275.56 87.94 81.31 Storey 9 4436 125.54 300.41 93.76 85.70 Storey 8 4900 130.60 320.43 99.44 89.97 Storey 7 5340 136.30 357.08 103.12 93.82 Storey 6 5828 133.00 325.06 107.52 96.62 Storey 5 6268 196.93 606.79 168.81 145.68

40. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 319 220.64 304.97 297.68 291.36 Storey 14 2028 151.98 283.38 49.45 256.60 Storey 13 2492 166.07 306.83 276.85 267.93 Storey 12 2956 169.66 324.49 284.85 275.10 Storey 11 3420 175.59 343.21 295.75 284.90 Storey 10 3884 182.12 362.26 63.77 296.47 Storey 9 4348 189.56 381.67 67.58 309.84 Storey 8 4812 198.06 403.39 71.74 326.20 Storey 7 5276 207.04 415.12 75.22 337.64 Storey 6 5740 224.09 497.12 88.43 399.88 Storey 5 6180 218.06 425.77 178.05 425.77

41. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 372 111.49 122.41 44.81 107.45 Storey 14 2081 110.62 142.76 43.92 102.67 Storey 13 2545 116.09 166.39 117.77 104.36 Storey 12 3043 120.90 190.12 83.86 59.07 Storey 11 3507 124.70 224.28 90.51 63.53 Storey 10 3971 127.56 253.08 87.94 67.97 Storey 9 4435 129.58 276.93 93.76 72.24 Storey 8 4899 130.88 296.10 99.44 76.37 Storey 7 5334 131.41 314.24 103.12 57.68 Storey 6 5827 134.36 296.12 107.52 81.21 Storey 5 6267 153.17 426.28 168.81 76.63

42. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 318 281.88 294.89 44.81 278.01 Storey 14 2027 254.61 277.85 43.92 248.25 Storey 13 2491 267.99 301.27 117.77 259.46 Storey 12 2955 277.94 320.04 83.86 267.70 Storey 11 3419 290.33 340.16 90.51 278.83 Storey 10 3883 304.63 361.18 87.94 292.27 Storey 9 4347 321.04 383.26 93.76 308.19 Storey 8 4811 340.82 408.26 99.44 327.74 Storey 7 5275 356.83 425.49 103.12 344.34 Storey 6 5739 423.41 509.32 107.52 408.86 Storey 5 6179 186.58 404.11 168.81 123.22

43. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 341 114.07 114.77 44.81 114.86 Storey 14 2050 102.45 121.77 43.92 98.43 Storey 13 2514 107.59 168.99 117.77 101.37 Storey 12 2978 109.74 209.52 83.86 101.75 Storey 11 3506 112.28 244.20 90.51 78.30 Storey 10 3970 120.01 273.45 87.94 82.62 Storey 9 4434 126.24 297.71 93.76 86.76 Storey 8 4898 131.11 317.23 99.44 90.76 Storey 7 5362 134.41 332.82 103.12 94.17 Storey 6 5826 132.05 317.90 107.52 96.19 Storey 5 6266 148.94 428.36 168.81 78.42

44. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 299 262.84 315.40 44.81 248.03 Storey 14 2008 233.49 314.56 43.92 211.31 Storey 13 2472 253.17 366.00 117.77 223.72 Storey 12 2936 263.72 404.05 83.86 228.61 Storey 11 3400 274.06 438.60 90.51 234.61 Storey 10 3864 282.66 468.12 87.94 240.14 Storey 9 4328 289.16 491.97 93.76 244.85 Storey 8 4792 295.82 514.45 99.44 250.34 Storey 7 5256 286.93 506.14 103.12 244.08 Storey 6 5720 335.21 585.63 107.52 282.77 Storey 5 6214 120.28 534.42 168.81 80.61

45. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 380 225.51 239.27 44.81 226.49 Storey 14 2089 202.00 232.81 43.92 190.21 Storey 13 2553 219.55 285.12 117.77 199.62 Storey 12 3017 232.33 328.46 83.86 205.98 Storey 11 3481 244.75 367.14 90.51 213.58 Storey 10 3945 256.87 401.76 87.94 222.32 Storey 9 4409 269.87 434.31 93.76 233.13 Storey 8 4873 282.30 461.98 99.44 245.13 Storey 7 5337 306.79 505.89 103.12 266.41 Storey 6 5801 276.82 432.52 107.52 258.51 Storey 5 6265 468.15 746.63 168.81 330.09

46. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 298 216.43 272.62 44.81 206.69 Storey 14 2007 172.15 189.85 43.92 172.12 Storey 13 2471 179.18 195.25 117.77 181.23 Storey 12 3363 197.84 232.01 83.86 187.31 Storey 11 3827 223.26 270.54 90.51 210.60 Storey 10 4291 253.60 311.85 87.94 239.66 Storey 9 4755 293.77 362.50 93.76 278.80 Storey 8 5237 327.68 396.47 99.44 315.01 Storey 7 5707 453.59 534.00 103.12 433.43 Storey 6 5719 471.60 560.70 107.52 449.22 Storey 5 438 249.84 1081.43 168.81 252.07

47. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 303 343.22 351.35 341.19 340.93 Storey 14 2012 230.69 255.30 224.24 223.51 Storey 13 2476 261.42 296.34 253.24 252.00 Storey 12 2940 266.21 310.86 256.62 254.85 Storey 11 3404 277.49 330.52 266.99 264.70 Storey 10 3868 289.35 349.73 278.37 275.55 Storey 9 4332 302.82 369.41 291.76 288.45 Storey 8 4796 319.95 392.33 309.12 305.19 Storey 7 5260 330.96 404.92 320.82 316.98 Storey 6 5724 384.24 464.71 374.92 368.34 Storey 5 6188 255.72 266.48 259.31 249.13

48. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 384 93.18 118.26 85.35 84.96 Storey 14 2093 94.48 142.29 82.25 80.85 Storey 13 2557 98.46 166.59 82.70 80.33 Storey 12 3021 103.00 188.86 84.70 81.37 Storey 11 3485 104.81 206.14 84.85 80.56 Storey 10 3949 105.10 219.70 84.29 79.07 Storey 9 4413 103.82 229.85 82.92 76.74 Storey 8 4901 100.16 234.99 74.51 67.74 Storey 7 5365 99.34 244.53 78.32 70.60 Storey 6 5829 100.69 243.38 82.06 73.88 Storey 5 6269 124.57 338.59 103.61 65.97

49. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 254 91.77 104.88 31.45 89.92 Storey 14 1963 74.54 119.93 29.33 70.70 Storey 13 2427 79.45 149.54 80.92 74.07 Storey 12 2903 85.14 173.41 57.43 64.28 Storey 11 3367 91.17 194.56 61.85 67.99 Storey 10 3831 96.56 212.89 60.14 71.87 Storey 9 4325 101.76 228.50 64.01 73.83 Storey 8 4789 107.15 243.14 67.77 78.85 Storey 7 5253 110.17 253.02 72.07 82.99 Storey 6 5717 124.96 287.20 74.81 95.28 Storey 5 6139 88.76 245.89 124.11 57.92

50. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 343 83.68 83.85 31.45 84.45 Storey 14 2052 68.11 95.86 29.33 20.19 Storey 13 2575 72.69 123.74 80.92 24.17 Storey 12 3044 73.99 147.93 57.43 49.44 Storey 11 3508 76.08 170.40 61.85 52.39 Storey 10 3972 81.11 189.40 60.14 55.42 Storey 9 4436 85.13 205.90 64.01 58.34 Storey 8 4900 88.27 219.48 67.77 61.17 Storey 7 5340 93.36 241.67 72.07 65.47 Storey 6 5828 91.86 229.58 74.81 66.74 Storey 5 6268 144.39 447.24 124.11 107.63

51. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 319 91.92 223.08 217.58 212.08 Storey 14 2028 74.49 188.16 33.14 168.42 Storey 13 2492 79.31 206.13 184.84 178.53 Storey 12 2956 80.78 217.00 189.58 182.67 Storey 11 3420 82.56 229.01 196.73 188.97 Storey 10 3884 85.89 241.15 43.04 196.36 Storey 9 4348 89.99 253.58 45.66 204.97 Storey 8 4812 93.15 267.25 48.49 215.33 Storey 7 5276 95.14 276.88 51.16 223.92 Storey 6 5740 96.97 321.53 58.87 256.92 Storey 5 6180 86.48 225.48 60.46 53.30

52. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 372 111.49 122.41 44.81 107.45 Storey 14 2081 110.62 142.76 43.92 102.67 Storey 13 2545 116.09 166.39 117.77 104.36 Storey 12 3043 120.90 190.12 83.86 59.07 Storey 11 3507 124.70 224.28 90.51 63.53 Storey 10 3971 127.56 253.08 87.94 67.97 Storey 9 4435 129.58 276.93 93.76 72.24 Storey 8 4899 130.88 296.10 99.44 76.37 Storey 7 5334 131.41 314.24 103.12 57.68 Storey 6 5827 134.36 296.12 107.52 81.21 Storey 5 6267 153.17 426.28 168.81 76.63

53. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 318 205.60 215.97 31.45 202.57 Storey 14 2027 167.84 184.85 29.33 163.26 Storey 13 2491 179.00 202.58 80.92 173.04 Storey 12 2955 185.04 214.31 57.43 178.01 Storey 11 3419 193.09 227.33 61.85 185.28 Storey 10 3883 202.35 240.89 60.14 194.03 Storey 9 4347 213.05 255.23 64.01 204.46 Storey 8 4811 225.81 271.27 67.77 217.14 Storey 7 5275 237.50 284.50 72.07 229.14 Storey 6 5739 273.50 331.03 74.81 264.17 Storey 5 6179 149.78 235.35 124.11 34.11

54. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 341 83.55 84.43 31.45 83.88 Storey 14 2050 67.80 90.74 29.33 64.85 Storey 13 2514 72.35 121.35 80.92 67.98 Storey 12 2978 73.59 147.27 57.43 68.09 Storey 11 3506 76.79 169.35 61.85 53.37 Storey 10 3970 81.67 187.87 60.14 56.24 Storey 9 4434 85.57 203.14 64.01 59.00 Storey 8 4898 88.60 215.40 67.77 61.66 Storey 7 5362 90.77 225.37 72.07 64.05 Storey 6 5826 91.49 225.54 74.81 66.55 Storey 5 6266 110.96 329.93 124.11 54.36

55. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 299 200.15 245.54 31.45 187.55 Storey 14 2008 154.51 215.91 29.33 138.00 Storey 13 2472 171.52 253.76 80.92 150.41 Storey 12 2936 177.25 276.83 57.43 152.74 Storey 11 3400 183.65 298.49 61.85 156.57 Storey 10 3864 188.72 316.66 60.14 159.90 Storey 9 4328 192.48 331.31 64.01 162.73 Storey 8 4792 195.87 344.36 67.77 165.68 Storey 7 5256 192.25 344.00 72.07 163.40 Storey 6 5720 215.49 389.97 74.81 182.58 Storey 5 6214 90.07 224.39 124.11 42.84

56. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 380 160.54 165.61 31.44 162.49 Storey 14 2089 135.78 163.68 29.33 126.17 Storey 13 2553 148.46 198.65 80.91 133.82 Storey 12 3017 156.22 226.03 57.42 137.62 Storey 11 3481 163.78 250.29 61.85 142.27 Storey 10 3945 171.04 271.76 60.13 147.57 Storey 9 4409 178.67 291.61 64.00 154.03 Storey 8 4873 186.25 309.02 67.77 161.44 Storey 7 5337 199.74 334.56 72.06 173.67 Storey 6 5801 193.34 319.76 74.80 176.95 Storey 5 6265 305.66 555.6 124.10 232.70

57. STOREY NUMBER COLUMN NUMBER EARTHQUAKE WIND ZONE-II ZONE-V ZONE-II ZONE-V Storey 15 298 159.68 196.12 31.45 153.81 Storey 14 2007 107.78 115.36 29.33 109.21 Storey 13 2471 121.45 137.38 80.92 118.23 Storey 12 3363 131.84 159.82 57.43 123.25 Storey 11 3827 146.67 183.18 61.85 137.71 Storey 10 4291 165.43 208.41 60.14 155.91 Storey 9 4755 189.85 238.88 64.01 180.01 Storey 8 5237 213.94 264.86 67.77 205.44 Storey 7 5707 282.87 347.70 72.07 271.04 Storey 6 5719 294.71 365.61 74.81 281.37 Storey 5 438 264.42 454.24 124.11 250.42

58. CONCLUSIONS The following conclusions are drawn comparing linear static analysis of a G+15 high-rise building at earthquake zones (zone II & V) and their wind speeds. Table 9.1 shows that Zone V has higher values of Maximum Bending Moment for columns. Table 9.2 shows that Zone V has higher values of Maximum Bending Moment for columns. Table 9.3 shows that Zone V has higher values of Maximum Bending Moment for columns. Table 9.4 shows that Zone V has higher values of Maximum Bending Moment for columns. Table 9.5 shows that Zone V has higher values of Maximum Bending Moment for columns.

59. Table 9.6 shows that Zone V has higher values of Maximum Bending Moment for columns. Table 9.7 shows that Zone V has higher values of Maximum Bending Moment for columns. Table 9.8 shows that Zone V has higher values of Maximum Bending Moment for columns. Table 9.9 shows that Zone V has higher values of Maximum Bending Moment for columns. Table 9.10 shows that Zone V has higher values of Maximum Bending Moment for columns. Table 9.11 shows that Zone V has higher values of Maximum Bending Moment for columns.

60. Table 9.12 shows that Zone V has higher values of Maximum Shear Force for columns. Table 9.13 shows that Zone V has higher values of Maximum Shear Force for columns. Table 9.14 shows that Zone V has higher values of Maximum Shear Force for columns. Table 9.15 shows that Zone V has higher values of Maximum Shear Force for columns. Table 9.16 shows that Zone V has higher values of Maximum Shear Force for columns. Table 9.17 shows that Zone V has higher values of Maximum Shear Force for columns.

61. Table 9.18 shows that Zone V has higher values of Maximum Shear Force for columns. Table 9.19 shows that Zone V has higher values of Maximum Shear Force for columns. Table 9.20 shows that Zone V has higher values of Maximum Shear Force for columns. Table 9.21 shows that Zone V has higher values of Maximum Shear Force for columns. Table 9.22 shows that Zone V has higher values of Maximum Shear Force for columns.

62. IS 456-2000 “INDIAN STANDARD OF CODE AND PRACTICE FOR PLAIN AND REINFORCED CONCRETE”. Bureau of Indian standards. IS 875-(part-3) 1987 “CODE OF PRACTICE FOR DESIGN LOADS (OTHER THAN EARTHQUAKE) FOR BUILDINGS AND STRUCTURES”. (Wind Loads). IS 1893 (part-1):2016 “CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES.” A.E.Hassaballa, Probabilistic Seismic Hazard Assessment and Seismic Design Provisions for Sudan, Ph.D. thesis, SUST, 2010. Agarwal, Pankaj and Shirkhande Manish “EARTHQUAKE RESISTANT DESIGN OF STRUCTURES “PHI, learning Pvt.ltd. New Delhi-2010. E.L.Wilson and K.Bathe, “Stability and accuracy and analysis of direct integration method” Earthquake engineering and structural dynamics-vol-1,1973. Edward L. Wilson, Three-Dimensional Static and Dynamic Analysis of Structures A Physical Approach With Emphasis on Earthquake Engineering (Chapter-17) Seismic Analysis Modelling to Satisfy Building Codes, 2002. Maria Paz, and William Leigh, Dynamic of Structures (5 th Edition, Textbook of Kluwer Academic Publishers), 2004. Murty . CVR and Jain.SK “A review of IS-1893-1984 Provisions on Seismic Design of Buildings”. The Indian Concrete Journal, Nov1994. Reddell , R and Llera , JCDL “Seismic Analysis and Design” Current Practice and Future Trends. 11 th world Conference on Earthquake, Engineering Mexico. REFERENCE

63. THANK YOU