Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Jun Chang Jeon"'
Publikováno v:
Journal of the Korean Society for Railway. 23:906-914
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1728baa8359cb21d928476c387f8661
https://doi.org/10.7782/jksr.2020.23.9.906
https://doi.org/10.7782/jksr.2020.23.9.906
Autor:
Hee-Hyun Lee, Jun-Chang Jeon
Publikováno v:
Engineering Structures. 186:203-215
Displacement is one of important items representing structural integrity. This paper proposes a method of estimating displacement of girder bridges constructed at site where it is difficult to install a fixed reference point for its measurement by us
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5dff7350b6c072fdc7d1fa155326622a
https://doi.org/10.1016/j.engstruct.2019.01.107
https://doi.org/10.1016/j.engstruct.2019.01.107
Publikováno v:
Journal of The Korean Society of Civil Engineers. 37:19-28
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9559dafdd0675cea0dc8ebd00d17d8e9
https://doi.org/10.12652/ksce.2017.37.1.0019
https://doi.org/10.12652/ksce.2017.37.1.0019
Autor:
Hee-Hyun Lee, Jun-Chang Jeon
Publikováno v:
Journal of the Korea institute for structural maintenance and inspection. 20:18-24
This study presents a simple method which can estimate displacement using measured strain response of simply supported girder b ridges. The basic concept of the present method is derived from a relation between displacement and strain, and is general
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3773e192fb8d84cebd3e983f4f06b920
https://doi.org/10.11112/jksmi.2016.20.3.018
https://doi.org/10.11112/jksmi.2016.20.3.018
Publikováno v:
Journal of the Korean Society of Safety. 31:74-80
In this paper, structural characteristics for an extradosed prestressed concrete box girder bridge are investigated in terms of selective parameters. These parameters are mainly associated with the structural details of the extradosed bridge and deri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55f257cbda506aa1f937d6ef9997adad
https://doi.org/10.14346/jkosos.2016.31.1.074
https://doi.org/10.14346/jkosos.2016.31.1.074
Publikováno v:
Journal of the Korean Society of Safety. 30:99-105
In this study, displacement estimation algorithm, which is not requiring an absolute reference point unlike the conventional displacement measurement method, is developed using the geophone. To estimate displacement of the bridge, measured velocity t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab538b1e2b100aa1681cfc20d418f547
https://doi.org/10.14346/jkosos.2015.30.4.99
https://doi.org/10.14346/jkosos.2015.30.4.99
Publikováno v:
Journal of the Korea institute for structural maintenance and inspection. 17:33-44
Although many studies have been performed for the structural details of orthotropic steel deck, most of them were focused on the trough rib of standard type, but not for orthotropic steel deck with longitudinal rib of open section used at beginning o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::88d6bb1f277336271200eb836ccb11d4
https://doi.org/10.11112/jksmi.2013.17.2.033
https://doi.org/10.11112/jksmi.2013.17.2.033
Publikováno v:
Journal of the Korean Society of Safety. 28:63-73
Dynamic strain history curve measured in the field is influenced by various factors such as vehicle type, speed, noise, temperature and running location etc.. Because such curve is used for vehicle weight estimation methodology suggested by Moses, ex
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b47a40366e4c7fcf6899603ca190cc2
https://doi.org/10.14346/jkosos.2013.28.1.063
https://doi.org/10.14346/jkosos.2013.28.1.063
Publikováno v:
International Journal of Steel Structures. 12:563-578
In Korea, most of steel bridge have the shape of box type and have been mainly applied to curved section. However, there are some cases that I type girder were applied in curved bridges. Such I type girder has structural disadvantage compared to box
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d9300a6ae74d368f25a828a5cc5344a
https://doi.org/10.1007/s13296-012-4011-5
https://doi.org/10.1007/s13296-012-4011-5
Autor:
Eunsoo Choi, Jun-Chang Jeon
Publikováno v:
KSCE Journal of Civil Engineering. 7:41-51
A set of fragility curves for the bridges commonly found in the Central and Southeastern United States (CSUS) is presented. For this purpose, the typical bridges in the region are determined from a bridge inventory, and detail analytical models of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e0a14e5f71503bf02d1eb4dd739ec604
https://doi.org/10.1007/bf02841989
https://doi.org/10.1007/bf02841989