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http://dx.doi.org/10.12989/acc.2020.10.6.527

Analytical correction of vertical shortening based on measured data in a RC high-rise building  

Song, Eun-seok (Department of Architectural Engineering, KwangWoon University)
Kim, Jae-yo (Department of Architectural Engineering, KwangWoon University)
Publication Information
Advances in concrete construction / v.10, no.6, 2020 , pp. 527-536 More about this Journal
Abstract
In this study, a process is proposed to calculate analytical correction values for the vertical shortening of all columns on all floors in a high-rise building that minimizes the error between the structural analysis predictions and values measured during construction. The weight ratio and the most probable value were accordingly considered based on the properties of the shortening value analyzed at several points in each construction stage and the distance between these measured points and unmeasured points at which the shortening was predicted. The effective range and shortening value normalization were considered using the column grouping concept. These tools were applied to calculate the error ratio between the predicted and measured values on a floor where a measured point exists, and then determine the estimated error ratio and estimated error value for the unmeasured point using this error ratio. At points on a floor where no measured point exists, the estimated error ratio and the estimated error value were calculated by applying the most probable value considering the weight ratio for the nearest floor where measured points exist. In this manner, the error values and estimated error values can be determined at all points in a structure. Then, the analytical correction value, defined as this error or estimated error value, was applied by adding it to the predicted value. Finally, the adequacy of the proposed correction method was verified against measurements by applying the analytical corrections to all unmeasured points based on the points where the measurement exists.
Keywords
high-rise building; column shortening; construction sequence analysis; measurement; analytical correction;
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Times Cited By KSCI : 9  (Citation Analysis)
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1 Afshari, M.J., Kheyroddin, A. and Gholhaki, M. (2017), "Simplified sequential construction analysis of buildings with the new proposed method", Struct. Eng. Mech., 63(1), 77-88. https://doi.org/10.12989/sem.2017.63.1.077.   DOI
2 B-Jahromi, A., Rotimi, A., Tovi, S., Goodchild, C. and Rizzuto, J. (2017), "Evaluation of the influence of creep and shrinkage determinants on column shortening in mid-rise buildings", Adv. Concrete Constr., 5(2), 155-171. https://doi.org/10.12989/acc.2017.5.2.155.   DOI
3 Fintel, M., Ghosh, S.K., and Iyengar, H. (1987), Column Shortening in Tall Structures: Prediction and Compensation, Portland Cement Association, Skokie, Illinois, USA.
4 Gao, F., Zhou, H., Liang, H., Weng, S. and Zhu, H. (2019), "Structural deformation monitoring and numerical simulation of a supertall building during construction stage", Eng. Struct., 209(15), 110033. https://doi.org/10.1016/j.engstruct.2019.110033.   DOI
5 Kim, C.S., Gong, Y., Zhang, X. and Hwang, H.J. (2020), "Experimental study on long-term behavior of RC columns subjected to sustained eccentric load", Adv. Concrete Constr., 9(3), 289-299. https://doi.org/10.12989/acc.2020.9.3.289.   DOI
6 Lee, Y., Kim, J.K., Seol, H.C., Yang, J.K. and Kim, K.J. (2017), "3D numerical analysis of column shortening and shore safety under construction of high-rise building", Eng. Struct., 150, 242-255. https://doi.org/10.1016/j.engstruct.2017.07.049.   DOI
7 Kim, H.S. (2015), "Optimum distribution of additional reinforcement to reduce differential column shortening", Struct. Des. Tall Spec. Build., 24(10), 724-738. https://doi.org/10.1002/tal.1208.   DOI
8 Kim, H.S., Lee, H.L. and Lim, Y.J. (2019), "Multi-objective optimization of dual-purpose outriggers in tall buildings to reduce lateral displacement and differential axial shortening", Eng. Struct., 189, 296-308. https://doi.org/10.1016/j.engstruct.2019.03.098.   DOI
9 Kim, Y.M. (2011), "The optimal column grouping technique for the compensation of column shortening", J. Comput. Struct. Eng. Inst. Korea, 24(2), 141-148.
10 Moragaspitiya, P., Thambiratnam, D., Perera, N. and Chan, T. (2010), "A numerical method to quantify differential axial shortening in concrete buildings", Eng. Struct., 32(8), 2310- 2317. https://doi.org/10.1016/j.engstruct.2010.04.006.   DOI
11 Song, E.S. and Kim, J.Y. (2019), "Analytical correction method by comparison of the column shortening measurementprediction in tall buildings", J. Comput. Struct. Eng. Inst. Korea, 32(6), 391-399. https://doi.org/10.7734/COSEIK.2019.32.6.391.   DOI
12 Njomo, W.W. and Ozay, G. (2014), "Minimization of differential column shortening and sequential analysis of RC 3D-frames using ANN", Struct. Eng. Mech., 51(6), 989-1003. https://doi.org/10.12989/sem.2014.51.6.989.   DOI
13 Park, H.S. (2003), "Optimal compensation of differential column shortening in high‐rise buildings", Struct. Des. Tall Spec. Build., 12(1), 49-66. https://doi.org/10.1002/tal.212.   DOI
14 Punmia, B.C., Jain, A.K. and Jain, A.K. (2016), Surveying Vol. II, 16th Edition, Laxmi Publications, Daryaganj, Delhi, India.