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Kim, Y., (2015) 'Evaluation and Adjustment of Lateral Displacement of Complex-shaped RC Tall Buildings Considering the Displacement by Tilt Angle of Each Floor,' Journal of Korean Concrete Institute, 27(5), 551-558
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Kim, H., & Cho, S. (2005). Column shortening of concrete cores and composite columns in a tall building. The Structural Design of Tall and Special Buildings, 14(2), 175-190.
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Ha T., Lee S.,(2013) 'Advanced Construction Stage Analysis of High-rise Building considering Creep and Shrinkage of Concrete', the 2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM13), 2139-2147
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Abdelrazaq A., (2012) 'Validating the Structural Behavior and Response of Burj Khalifa: Synopsis of Full Scale Structural Health Monitoring Programs', International Journal of High-Rise Buildings, 1(1), 37-51.
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Eom T., Kim J., (2009) 'An Application of Construction Sequence Analysis for Checking Stability in High-Rise Building under Construction', Computational Structural Engineering Institute of Korea, 22(3), 211-222.
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Choe, M., Eom, T. and Kim, J. (2013) 'An analysis of structural behaviors during construction for twisted high-rise steel buildings,' Journal of Architectural Institute of Korea (Structure), 29(12), 45-53.
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Kim, J., (2016) 'Effects of Delayed Construction of Outrigger Joints on Lateral-Load-Resisting Capabilities of RC High-Rise Buildings under Construction.' Journal of Architectural Institute of Korea (Structure), 32(1), 3-13
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Hwang, Y. and Kim, J. (2015) 'Analyses of Structural Performances for RC High-Rise Residential Complex Building under Construction' Journal of the Computational Structural Engineering Institute of Korea, 28(1), 19-27
DOI
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9 |
Fintel, M., Ghosh, S. K., & Iyengar, H. (1987). Column shortening in tall structures: prediction and compensation. Skokie, Illinois: Portland Cement Association.
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Ha, T, Kim, S., and Lee S., (2017) 'Prediction of Timedependent Lateral Movement Induced by Differential Shortening in Tall Buildings Using Construction Stage Analysis,' International Journal of High-Rise Buildings, 6(1)
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