Zobrazeno 1 - 10
of 63
pro vyhledávání: '"HAKSUNG KIM"'
Publikováno v:
Applied Sciences, Vol 14, Iss 13, p 5670 (2024)
The assessment of spatial variability in the ground through field experiments has many constraints due to non-homogenous ground conditions and lack of site investigations. For this reason, spatial variability has not been considered in typical analys
Externí odkaz:
https://doaj.org/article/644a22ac2fc44f59a345ddd6ed467c45
Publikováno v:
Applied Sciences, Vol 14, Iss 11, p 4621 (2024)
Wire rope is a complex structure made by twisting wires of various sizes in the longitudinal direction. It is used to support or move engineering structures and is subject to various tensions. Dynamic properties are important parameters to evaluate t
Externí odkaz:
https://doaj.org/article/ee7a4a87e6b147f68fe14fbb20a9c1ae
Publikováno v:
Diagnostics, Vol 13, Iss 4, p 595 (2023)
Vertebral artery dissection (VAD) is a rare vascular cause of acute stroke. Although VAD may be classified as spontaneous or traumatic, it is increasingly recognized that trivial mechanical stress typically precipitates this potentially dangerous con
Externí odkaz:
https://doaj.org/article/3bfc83963ccc4e409118c7682348b481
Publikováno v:
Diagnostics, Vol 12, Iss 10, p 2462 (2022)
Primary central nervous system lymphoma is a rare form of extranodal non-Hodgkin’s lymphoma that occurs in the brain, spinal cord, leptomeninges, or eyes and typically remains confined to the central nervous system. Among them, malignant lymphoma p
Externí odkaz:
https://doaj.org/article/3197267d2a074ef8ab32acea63cf5707
Publikováno v:
Materials & Design, Vol 194, Iss , Pp 108934- (2020)
This paper deals with the comparative investigation of fracture envelopes constructed by the 3D-DIC and hybrid inverse analyses. For the evaluation of fracture limits of the DP980 1.2t steel over a wide range of loading conditions, tensile tests were
Externí odkaz:
https://doaj.org/article/179726d347774a90a2df45d2444518b1
Autor:
DONGJOON KIM, YEJIN SHIN, SUYEON CHO, HAKSUNG KIM, HYOIN HWANG, HYEKYOUNG SHIN, YOONYOUNG CHUNG, YONG-HYUN JUN
Publikováno v:
In Vivo; Jan/Feb2024, Vol. 38 Issue 1, p184-189, 6p
Publikováno v:
Applied Sciences, Vol 11, Iss 4, p 1875 (2021)
In order to verify the reliability of numerical analysis, a series of 1 g shaking table tests for flat ground and slope were conducted using a laminar shear box subjected to different seismic waves. Firstly, numerical analyses, using the DEEPSOIL and
Externí odkaz:
https://doaj.org/article/1e15195df77a44cbbdc5d47d3d15ceee
Autor:
Minsuk Choi, Yujin Nam, Juhwan Song, Haksung Kim, Jongwoo Choi, Seungyeon Lee, Seungku Han, Gihyun Kim, Seowoo Jang
Publikováno v:
2022 IEEE Globecom Workshops (GC Wkshps).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::636a6fff0b3f7aedf89e67551ff012d5
https://doi.org/10.1109/gcwkshps56602.2022.10008781
https://doi.org/10.1109/gcwkshps56602.2022.10008781
Publikováno v:
Applied Sciences, Vol 10, Iss 13, p 4642 (2020)
In order to evaluate the effects of soil box boundary conditions on the dynamic soil behavior, the Rigid Box (RB) and the Laminar Shear box (LSB) were constructed and 1 g shaking table tests were carried out for various boundary conditions. The bound
Externí odkaz:
https://doaj.org/article/3e22de3f03944596b52ea8221e565178
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
A series of two-dimensional finite element analyses are performed to simulate the seismic response of slope composed of granular soil. Four sets of input parameters for the nonlinear soil model are used to fit the reference the shear modulus reductio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4b114389da6bde92ca54f18de4bd88aa
https://doi.org/10.1155/2020/8890247
https://doi.org/10.1155/2020/8890247