1 |
Lee DJ, Lee JD, Oh TS, Kang HK. Seismic experiment of precast concrete exterior beam-column joint using bolt type connection and prestressing method. Journal of the Korea Concrete Institute. 2014 Apr;26(2):125-33. https://dx.doi.org/10.4334/JKCI.2014.26.2.125
DOI
|
2 |
Im JH, Park MK, Lee DH, Seo SY, Kim KS. Evaluation of horizontal shear strength of prestressed hollow-core slabs with cast-in place topping concrete. Journal of the Korea Concrete Institute. 2014 Dec;26(6):741-9. https://dx.doi.org/10.4334/JKCI.2014.26.6.741
DOI
|
3 |
Choi HK, Choi CS. Classification schemes of precast beam-column connections according to contribution of deformation components. Journal of the Korea Concrete Institute. 2014 Aug;26(4):545-53. https://dx.doi.org/10.4334/JKCI.2014.26.4.545
DOI
|
4 |
Lee KJ, Kim IJ, Im JH, Ha SS. Comparison of Structural Performance by U shaped Connecting Steel Plate of Precast Concrete Beam. Proceeding of the Korea Concrete Institute; 2019 Nov 6-8; Buan, Korea. Seoul (Korea): the Korea Concrete Institute; 2019. p. 61-2.
|
5 |
Han DH, Lee MJ, Mun GM, Im JH, Ha SS. Comparison of strain values of u-shaped connecting steel plate by load steps. Proceeding of the Korea Concrete Institute; 2019 Nov 6-8; Buan, Korea. Seoul (Korea): the Korea Concrete Institute; 2019. p. 49-50.
|
6 |
Park SJ, Kim DY, Jung HJ, Im JH, Ha SS. Comparison of strain values of u-shaped connecting steel plate by load steps. Proceeding of the Korea Concrete Institute; 2019 Nov 6-8; Buan, Korea. Seoul (Korea): the Korea Concrete Institute; 2019. p. 51-2.
|
7 |
Korea Construction Standards Center. Criteria for design of temporary structures: KDS 21 60 00 [Internet]. Goyang (Korea): Korea Construction Standards Center; 2020 Feb. Available from: https://www.kcsc.re.kr/Search/ListCodes/102021
|
8 |
Hwang SB, Seo SY, Lee KC, Lee SH. Shear capacity of precast concrete triple ribs slab. Journal of the Korea Concrete Institute. 2016 Aug;28(4):489-96. https://dx.doi.org/10.4334/JKCI.2016.28.4.489
DOI
|