Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Hyeong Gook Kim"'
Publikováno v:
Buildings, Vol 14, Iss 7, p 1925 (2024)
In this study, four-point load tests were conducted to evaluate the shear performance of factory-produced precast prestressed concrete hollow core slabs (HCS) assembled on-site. The test specimens were fabricated using compression molding and compris
Externí odkaz:
https://doaj.org/article/f0295cf8efb544108c15825b178e17d6
Publikováno v:
Buildings, Vol 13, Iss 11, p 2869 (2023)
This study aimed to evaluate the flexural behavior characteristics of prestressed concrete hollow-core slabs (HCSs) through bending experiments. Six specimens were used as variables, both with and without reinforced concrete, in the HCS. A four-point
Externí odkaz:
https://doaj.org/article/3cee05f3f6c7495cbc9a8a1e984540ba
Publikováno v:
Buildings, Vol 13, Iss 9, p 2361 (2023)
There has recently been growing interest in making a sustainable and durable fiber reinforced cementitious matrix (FRCM) to improve the seismic performance of RC column members. However, most studies evaluating the lateral confinement effect on FRCM
Externí odkaz:
https://doaj.org/article/dcdfda9fb0214b1a86a96d2da23affc1
Publikováno v:
Journal of the Korea Concrete Institute. 35:3-14
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee290dd8a52b6c8430f3e94957862f02
https://doi.org/10.4334/jkci.2023.35.1.003
https://doi.org/10.4334/jkci.2023.35.1.003
Autor:
Hyeong-Gook Kim, Kil-Hee Kim
Publikováno v:
Journal of Asian Architecture and Building Engineering, Vol 17, Iss 3, Pp 465-472 (2018)
This paper proposes a simple analysis method to estimate the additional damping ratio required to achieve a target seismic performance level. The proposed method employs the Newmark and Hall′s design response spectrum and the simple version of the
Externí odkaz:
https://doaj.org/article/aa3a57fab4c24a61994a166f0add184e
Publikováno v:
Journal of the Korea Concrete Institute. 34:621-632
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f686516d0a581ea0c53436b6ba87d55
https://doi.org/10.4334/jkci.2022.34.6.621
https://doi.org/10.4334/jkci.2022.34.6.621
Publikováno v:
Journal of Asian Architecture and Building Engineering, Vol 16, Iss 1, Pp 185-191 (2017)
In this study, a fast-drying ultra-high strength grout material was developed. The physical properties, fatigue performance, and failure mechanism of the newly developed grout material were clarified through quality inspections and uniaxial cyclic co
Externí odkaz:
https://doaj.org/article/d48caa9482a146b29e1dbdef36795833
Publikováno v:
Applied Sciences, Vol 10, Iss 11, p 3767 (2020)
In the present study, pull-out and pull-off tests were conducted to examine the bond strength between an inorganic cement adhesive (hereinafter referred to as the “matrix”) and a textile, which composed a fabric-reinforced cementitious matrix (FR
Externí odkaz:
https://doaj.org/article/eef4ac9f56874ece93276a8cbd6e52dd
Publikováno v:
Applied Sciences, Vol 10, Iss 5, p 1636 (2020)
This study evaluated the shear performance of prestressed concrete hollow core slabs (HCS), which are convenient to use as floor structures of flexible spaces. A total of 18 specimens, with cross-sectional height and presence of topping concrete as v
Externí odkaz:
https://doaj.org/article/55d6be597bc84f9ab657d876582fc31a
Publikováno v:
Journal of the Korea Concrete Institute. 32:513-523
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca17650ef82b4ceb172c1e32f4d08f4a
https://doi.org/10.4334/jkci.2020.32.6.513
https://doi.org/10.4334/jkci.2020.32.6.513