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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

References

1 
American Society of Civil Engineers., (2014), Design Loads on Structures During Construction, American Society of Civil Engineers, ASCE, 37-14.DOI
2 
Hwang Y.J Kim, J.Y. (2015), Analses of Structure Performaces for RC High-Rise Residential Complex Building under Construction, Journal of Computational Structural Engineering. Institute of Korea, 28(10), 19-27.Google Search
3 
Jayasinghe, M.T.R., Jayasena, W.M.V.P.K. (2004), Effect of Axial Shortening of Columns on Design and Construction of Tall Reinforced Concrete Buildings, Practice. Periodical on Structural Engineering, 9(2), 70-78.DOI
4 
Korean Design Standard., (2021), Concrete structure design (Design strength method) (KDS 14 20 00)Google Search
5 
Ko, J.Y., Kim, J.Y. (2019), Analyses of Structural Performances for Reinforced Concrete Middle-Rise Residential Building under Construction, Journal of the Korea Institute for Structural Maintenance and Inspection, 23(5), 96-103.DOI
6 
Kim, J.Y. (2016), Effects of Delayed Construction of Outrigger Joints on Lateral-Load-Resisting Capabilities of RC High-Rise Buildings under Construction, Jounal of the Architectural Institute of Korea, 36(1), 3-10.DOI
7 
Lee, B.C. (2019), Analysis of Structural Performances of Reinforced Concrete Residential Buildings under Construction, Ms thesis, Kwangwoon universityGoogle Search
8 
Leyendecker, E. V., Hunt, R. J., Frankel, A. D., Rukstales, K. S. (2000), Development of maximum considered earthquake ground motion maps, Earthquake Spectra, 16(1), 21-40.DOI
9 
MIDAS, (2019), MIDAS Structural Technical Lecture SeriesGoogle Search
10 
De Almeida Prado, J. F. M., Corrêa, M. R. S., Ramalho, M. A. (2003), A new procedure for the analysis of construction loads in multistory reinforced concrete structures, The structural design of tall and special buildings, 12(4), 293-315.DOI
11 
Rosowsky, D.V. (1995), Estimation of design loads for resuced reference periods, Structural Safety, 17(1), 17-32.DOI