Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Kwang Mo Lim"'
Autor:
Kwang Mo Lim, Joo Ha Lee
Publikováno v:
Applied Sciences, Vol 12, Iss 3, p 1160 (2022)
Many studies have been conducted using carbon-based nanomaterials (CBNs) for improving the electrical conductivity and mechanical properties of cementitious composites, but their practical use is yet to be achieved. Several methods have been attempte
Externí odkaz:
https://doaj.org/article/d092ec6dd21c48b9978fde91112da265
Publikováno v:
Applied Sciences, Vol 11, Iss 16, p 7573 (2021)
Although many studies on the blast-resistant performance of structures have focused mainly on single members such as beams and columns, there is little research on the behavior of joints that are subjected to blast loads. In this study, the structura
Externí odkaz:
https://doaj.org/article/37f32e2c317149e487f1f00d35acd208
Publikováno v:
Applied Sciences, Vol 10, Iss 17, p 5837 (2020)
The behavior of a slab-column joint subjected to blast loads was studied by numerical analysis using a general-purpose finite element analysis program, LS-DYNA. Under the explosive load, the joint region known as the stress disturbed zone was defined
Externí odkaz:
https://doaj.org/article/a7fc09a8f8104cc4bf5fee63304a015d
Autor:
Yong-Sik Yoon, Seung-Jun Kwon, Kyong-Chul Kim, YoungSeok Kim, Kyung-Taek Koh, Won-Young Choi, Kwang-Mo Lim
Publikováno v:
Materials, Vol 16, Iss 23, p 7459 (2023)
In this study, accelerated chloride diffusion tests are performed on ordinary Portland cement (OPC), ground granulated blast furnace slag (GGBFS), and fly ash (FA) concretes aged 4–6 years. Passed charge is evaluated according to ASTM-C-1202 for 12
Externí odkaz:
https://doaj.org/article/733a1d2e1c474400a90a74a70672e844
Publikováno v:
Journal of the Korean Society of Hazard Mitigation. 22:105-109
This study compared the long-term noise reduction performance through field measurements using different asphalt pavement methods. The main variables were the type of pavement methods, including the porous, Stone Mastic Asphalt (SMA), and thin-layer.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c31bedc4fc2083a53d10ba9b5f58962
https://doi.org/10.9798/kosham.2022.22.4.105
https://doi.org/10.9798/kosham.2022.22.4.105
Publikováno v:
Journal of the Korean Society of Hazard Mitigation. 19:21-26
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc94420f0a6d73b47da6d3223c777ac9
https://doi.org/10.9798/kosham.2019.19.7.21
https://doi.org/10.9798/kosham.2019.19.7.21
Publikováno v:
Applied Sciences
Volume 10
Issue 17
Applied Sciences, Vol 10, Iss 5837, p 5837 (2020)
Volume 10
Issue 17
Applied Sciences, Vol 10, Iss 5837, p 5837 (2020)
The behavior of a slab-column joint subjected to blast loads was studied by numerical analysis using a general-purpose finite element analysis program, LS-DYNA. Under the explosive load, the joint region known as the stress disturbed zone was defined
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b720475ce7c39fb482ec0e61130a5b11
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
Nowadays prestressed concrete (PSC) bridges have become very common, but there are still many difficulties in predicting their long-term behavior. In order to predict the long-term behavior of PSC bridges, it is possible to use very complex formulas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c2598a9a6c1489231db128dec986676e
https://doi.org/10.1155/2018/1391590
https://doi.org/10.1155/2018/1391590
Publikováno v:
Journal of the Korean Society of Hazard Mitigation. 18:51-56
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aba7699a993167b6092581ccf148c4a8
https://doi.org/10.9798/kosham.2018.18.3.51
https://doi.org/10.9798/kosham.2018.18.3.51
Publikováno v:
Journal of the Korean Society of Hazard Mitigation. 18:45-50
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f5847f07755d20f53c3dd3e7e5a7c7a
https://doi.org/10.9798/kosham.2018.18.3.45
https://doi.org/10.9798/kosham.2018.18.3.45