Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Hyun Il Park"'
Publikováno v:
IEEE Transactions on Dielectrics and Electrical Insulation. 26:484-491
This paper presents a 2.5-kW (500 V/5 A) simmer circuit for a xenon flash lamp driver. The simmer circuit is based on an LCC resonant converter to take advantage of minimal arc energy from the current source characteristic. The output under no load c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::870b6a4cd87475b41393c5cb61b7d252
https://doi.org/10.1109/tdei.2019.007696
https://doi.org/10.1109/tdei.2019.007696
Publikováno v:
IEEE Transactions on Dielectrics and Electrical Insulation. 26:397-404
This paper presents an investigation of trigger circuits for xenon flash lamp drivers from the viewpoint of breakdown voltage, high-voltage isolation, and reliability. A comparative study of pulse trigger and DC trigger circuits is provided, focusing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28d8b245a4aa2863857fc867d3e695d0
https://doi.org/10.1109/tdei.2018.007726
https://doi.org/10.1109/tdei.2018.007726
Autor:
Lee Wonki, Hyun Il Park
Publikováno v:
Korea International Accounting Review. :309-334
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0feb913784936490cb10c08ca82c77d5
https://doi.org/10.21073/kiar.2016..66.013
https://doi.org/10.21073/kiar.2016..66.013
Publikováno v:
Engineering Geology. 196:150-157
Long-term settlement data of a thick soft clay deposit improved by vertical drains frequently shows different field settlement behaviors from laboratory-driven predictions by conventional theories due to the variability and uncertainty of the soil pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2bdf7f3e9f4cc76117051afbe4878958
https://doi.org/10.1016/j.enggeo.2015.07.012
https://doi.org/10.1016/j.enggeo.2015.07.012
Publikováno v:
Marine Georesources & Geotechnology. 35:1-7
The reliable estimation of the local scour depth at a bridge pier is essential for proper design and maintenance of bridge piers. Most local scour formulae have been developed based on the results of laboratory experiments. The formulae based on labo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5522573937e00b50eab3f9949a9c6f16
https://doi.org/10.1080/1064119x.2014.954658
https://doi.org/10.1080/1064119x.2014.954658
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:1477-1489
The load-displacement responses of laterally loaded, single bored piles in weathered granite soil are investigated using field model tests and numerical analyses. Field model tests were conducted to simulate the loading conditions of foundations for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b81e1b9b110463330ebe02f192c6cdbb
https://doi.org/10.1061/(asce)gt.1943-5606.0000831
https://doi.org/10.1061/(asce)gt.1943-5606.0000831
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:987-992
This study investigates the kinematic behavior of a clay-mandrel-anchor system during the driving-retrieval process and its influence on the installation of prefabricated vertical drains and clay disturbance. In addition, a new anchor plate with an a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6471ab31d2a4f959148082837df204e3
https://doi.org/10.1061/(asce)gt.1943-5606.0000796
https://doi.org/10.1061/(asce)gt.1943-5606.0000796
Publikováno v:
Korea International Accounting Review. :263-280
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dff5a88fe3fa3bd4cf9bcb660bd7a115
https://doi.org/10.21073/kiar.2012..46.012
https://doi.org/10.21073/kiar.2012..46.012
Publikováno v:
Journal of The Korean Society of Civil Engineers. 32:149-157
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f0bb5175b7755a56f89766c75dcd237d
https://doi.org/10.12652/ksce.2012.32.4c.149
https://doi.org/10.12652/ksce.2012.32.4c.149
Autor:
Seung-Rae Lee, Hyun Il Park
Publikováno v:
Computers and Geotechnics. 38:472-481
The compression index is a one of the important soil parameters that is essential to geotechnical designs. As the determination of the compression index from consolidation tests is relatively time-consuming, empirical formulas based on soil parameter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec1f4390e7dfa57fe7915bc92a53a1ae
https://doi.org/10.1016/j.compgeo.2011.02.011
https://doi.org/10.1016/j.compgeo.2011.02.011