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1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 184 Effect of Staged Construction on Behaviour of Building Akhil Mahadik1, Akash Kamble2, Swapnali Patil3, Dnyaneshwar Chougule4, Prof. Mr. Nikhil Bavane5 1,2,3,4B.E. Student, Department of Civil Engineering, SGI, Kolhapur, Maharashtra, India 5Assistant Professor, Department of Civil Engineering, SGI, Kolhapur, Maharashtra, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract – Generally in now a days multi-storeyed building construction is increase day by day. And while designing a building in any structural software does not take effect of the staged construction. But the effect of staged construction plays vital role in designing the multi- storeyed building. Increase in building height increases the difference between result of sequential analysis and conventional analysis. In this paper the detailed study of G+10 storied building is compared with the results obtained by conventional analysis. The comparison is done with various properties like bending moment, shear force, axial deformation and axial force. Key Words: Non linear staged construction, shear force, bending moment, axial force and axial deformation. 1. INTRODUCTION Engineers generally determine the behaviour of structures by adopting a linear elastic numerical analysis including summations of vertical column loads. For high- rise buildings with multiple construction phases, the structural responses may significantly diverge from such a typical linear analysis results. Furthermore, time-dependent long- term deformation resulting from construction sequence can cause a redistribution of the structural responses that cannot be estimated using conventional methods. The existence of a transfer floor within the building height adds to the complexity of the structural system which also cannot be analysed using typical linear analysis method. Fortunately, recent advanced of the finite element method facilitate the nonlinear analysis and provided tools for proper design of complex structures, especially high-rise buildings. Thus, construction sequential analysis which is now essential for high-rise building with transfer slabs can be easily included in the analysis. However, this nonlinear analysis is not so popular because of lack of knowledge about its necessity and scope. In this research, a nonlinear numerical analysis for high rise buildings with transfer floor is presented, considering the effect of construction stages. The analysis results are compared to the result of a conventional analysis for these types of buildings. The main objective of this work is to assess the effect of construction stages analysis and time dependent material properties of various structural elements for a high rise building with a transfer floor on the performance and design of these buildings. High rise buildings are being made everywhere in present world. The dimensions such as height of high-rise buildings are getting larger and larger day by day. It has been noticed that structural design of high-rise buildings is very much dependent on dynamic analysis for winds and earthquakes. Since, in present scenario use of computer has progressed remarkably, almost all structural designers use software for the analysis and structural design of high rise buildings. Hence, after that the determination of structural plan and outline of high rise buildings, the structural design of individual structural members has been done by using various structural software. This analysis procedure by structural software makes it more important that the structure model becomes more realistic and field oriented in nature. Assumptions have been made over the past few decades that the multi-storied frames have been analysed, taken into consideration that all the loads coming over the structure to be constructed namely dead weight of structure that is self- weight, the load due to objects present in structure that is live completion of structure. However, in actual scenario the construction of the frame takes place storey by storey that is stage by stage that is in a sequential order and loads are applied accordingly on a frame in sequential manner. The variation present or observed in the performance of the framed structure is due to fact that the difference between theoretical and actual construction practice manner. 1.1 Research Methodology Generally in conventional analysis whole structure is considered as a single structure or a single building and total load is taken in a single step. But in a practice condition is different. Because the construction is done in step by step manner. But in reality the behavior of structure is different as the deflection of the components is different due to the self-weight which acts sequentially. The structural self-weight, external loads, boundary conditions and materials are depended on stages during the construction process and their variations are overlooked in conventional design which is nothing but a limitation of conventional design procedure. Non-linear static load case has to be generated to analyze the structure
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 185 step by step which represents the sequential load case. Grouping of each story is considered during analysis so that software can identify its total steps required for completing the procedure. Recording and investigating the variation of responses, of a particular point from starting step of sequential analysis to the last one, exhibit how construction sequence has a well impact over the design of the structures. Afterward the comparison between the findings of construction sequential analysis and linear static analysis will explain the importance of considering sequential effects during design and eventually meet the objectives of this study. 1.2 Sequential Analysis Construction sequence analysis also known as stages construction analysis is a nonlinear static analysis which considers the step-by-step loading of a structure. Loads of the structure is applied as the frame proceeds. This method is more accurate and practical as it considers the loads at their actual time of application. The order in which the structural members are casted, whether casted monolithically are also important. Hence construction sequence analysis should be carried out for precise analysis of structure. In this paper efforts have been made to analyze multistorey buildings of various heights with and without consideration of construction sequence. Following fig. shows exact meaning of sequential analysis. Fig.no.1.2.1 2. Comparison of results between sequential analysis and conventional analysis. 2.1 G+10 Axial force: Stage Conventional analysis Sequential analysis % difference 0 0 0 0 1 -1111.31 -1162.92 4.64 2 -1087.46 -1139.12 4.75 3 -983.07 -1033.17 5.09 4 -879.76 -928.32 5.52 5 -777.84 -824.89 6.05 6 -677.44 -722.58 6.66 7 -578.52 -620.9 7.32 8 -480.95 -519.2 7.96 9 -384.51 -417.22 8.51 10 -288.95 -314.33 8.78 11 -194.01 -210.4 16.39 12 -99.28 -105.45 6.21 Fig .no.2.1 Axial force is linearly increases for successive stages. 2.2 G+10 Axial Deformation: Stage Conventional analysis Sequential analysis % difference 0 0 0 0 1 0.482 -0.163 133.82 2 0.518 0.571 10.23 3 0.396 0.333 15.91 4 0.349 0.232 33.52 5 0.302 0.129 57.28 6 0.258 0.033 87.21 7 0.215 -0.060 127.91 8 0.175 -0.148 184.57 9 0.139 -0.234 268.34 10 0.076 -0.318 518.42 11 0.423 -0.388 189.48 12 -3.337 -0.619 81.45 Fig.no.2.2 Axial deformation shows wavy nature up to middle stage and after that linearly decreases. -1500 -1000 -500 0 0 5 10 15 AxialForce Stages G+10 AXIAL FORCE Conventional analysis Sequential analysis -4 -2 0 2 0 5 10 15 AxialDeformation Stages G+10 AXIAL DEFORMATION Conventional analysis Sequential analysis
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 186 2.3 G+10 Bending Moment: Stage Conventional analysis Sequential analysis % difference 0 0 0 0 1 2.18 2.26 3.67 2 2.26 2.6 15.04 3 2.58 2.99 15.89 4 2.84 3.88 36.62 5 3.13 3.54 13.09 6 3.48 3.62 4.023 7 3.76 3.56 5.32 8 3.98 3.36 18.45 9 4.16 3.1 25.48 10 4.3 2.87 33.26 11 4.48 2.56 42.86 12 3.52 2.42 31.25 Fig.no.2.3 Bending moment is linearly increases up to middle stage and after that linearly decreases. 2.4 G+10 Shear force: Stage Conventional analysis Sequential analysis % difference 0 0 0 0 1 1.58 2.01 27.22 2 1.53 1.77 15.69 3 3.14 3.74 19.11 4 4.32 4.79 10.88 5 5.30 5.44 2.64 6 6.11 5.73 6.22 7 6.77 5.73 14.86 8 7.31 5.47 25.17 9 7.74 4.95 36.04 10 8.09 4.19 48.21 11 8.32 3.18 61.78 12 9.16 1.90 79.25 Fig .no. 2.4 Shear force is linearly increases up to middle stage and after that linearly decreases. 3. CONCLUSIONS It is evidenced that simulation of sequence of construction in the analysis leads to considerable variations in deformations and design forces obtained by conventional one step analysis. While analysis various parameters changes according to following manner: 1] Axial force get constantly increases for each stage as compared to conventional analysis. 2] Axial deformation get decreases and increases up to middle stage and after that it decreases rapidly. 3] Bending moment get constantly increases up to middle stage and after this stage it get constantly decreases. 4] Shear force get constantly increases up to middle stage and after this stage it get constantly decreases. ACKNOWLEDGEMENT We extend our sincerest gratitude to our Guide N.U. Bavane Sir and our well wishers who had constantly encouraged us and helped us in all situations whenever needed during this project completion. REFERENCES 1) Chakrabarti S.C., et al. (1978), “Effect of Sequence of Construction in The Analysis Of Multistoried Building Frame”, Building And Environment, Volume M. Young, The Technical Writer’s Handbook. Mill Valley, CA: University Science, 1989. 2) Kumar R., et al. (2016), Effect of Staged Construction Analysis on Seismic Design and Performance of RC Buildings, Visvesvaraya National Institute of 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 0 10 20 BendingMoment Stages G+10 BENDING MOMENT Conventional analysis Sequential analysis 0 2 4 6 8 10 0 10 20 ShearForce Stages G+10 SHEAR FORCE Conventiona l analysis Sequential analysis
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 187 Technology. K. Elissa, “Title of paper if known,” unpublished. 3) Behera S. (2012), “Seismic Analysis Of Multistorey Building With Floating Column”, Department of Civil Engineering, National Institute of Technology Rourkela769008. 4) Das G.G. & Praseeda K.I. (2016), “Comparison of Conventional and Construction Stage Analysis of a RCC Building”, IJSTE (International Journal of Science Technology & Engineering), Volume 3. 5) Kumar R., et al. (2016), Effect of Staged Construction Analysis on Seismic Design and Performance of RC Buildings, Visvesvaraya National Institute of Technology. 6) Vafai et al, Calculation of creep and shrinkage in tall concrete buildings using nonlinear staged construction analysis, Asian journal of civil engineering, 2009, Vol. 10, no. 4, Pages 409-426. 7) S. C. Chakrabathi et al, Effect of Sequence of Construction in the Analysis of Multistoried Building Frame, Building and Environment conference, 1978, Vol. 13, Pages 1-6. 8) O.A. Rosenboom et al, Chronological construction sequence, creep, shrinkage, and pushover analysis of an iconic 1960s reinforced concrete building, 15th WCEE, Lisboa 2012. 9) Kim HS, Column shortening analysis of tall buildings considering the restraints of rebars and horizontal members, Journal of the Architectural Institute of Korea, 2008, Vol. 24, Pages 35-42. 10) Kwak HG and Kim JK, Time-dependent analyze is of RC frame structures considering construction sequences, Building and Environment, Vol. 41, Pages 1423-1434.
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