Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Jin-Hwan Cheung"'
Publikováno v:
Structural Control and Health Monitoring. 27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::15d9380f0ea80cd5f4a8aeeee4985240
https://doi.org/10.1002/stc.2508
https://doi.org/10.1002/stc.2508
Publikováno v:
Journal of Civil Structural Health Monitoring. 7:343-357
Recently, the construction of long-span bridges has increased due to continuous developments in materials and construction technologies. For long-span bridges that use cables, it is important to continuously monitor bridge safety by measuring cable t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef8c3db78663ac8ea190f490574b0232
https://doi.org/10.1007/s13349-017-0226-7
https://doi.org/10.1007/s13349-017-0226-7
Publikováno v:
Journal of the Korea Concrete Institute. 29:33-42
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::813875e6f1c614c47e9eef79a6b1ff1e
https://doi.org/10.4334/jkci.2017.29.1.033
https://doi.org/10.4334/jkci.2017.29.1.033
Publikováno v:
Magazine of Concrete Research. 69:68-83
Cheung, Jin-Hwan/0000-0001-6080-3110; Lee, Jong-Jae/0000-0001-6157-0419 WOS: 000391555700002 The use of longer and deeper precast concrete girders has created concern regarding their rollover instability, particularly during construction. Current des
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b6ae91caef57cf02b2ac5edc036aae2d
https://doi.org/10.1680/jmacr.16.00187
https://doi.org/10.1680/jmacr.16.00187
Publikováno v:
Journal of the Korea institute for structural maintenance and inspection. 20:111-121
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::290a102264bc3567cb9294623dfd2758
https://doi.org/10.11112/jksmi.2016.20.3.111
https://doi.org/10.11112/jksmi.2016.20.3.111
Publikováno v:
Engineering Failure Analysis. 59:509-525
In this study, the change in the clamping force of a high-strength bolt connection was quantitatively examined as a result of sectional damage of bolt head. High-strength bolt connection specimens were prepared, and the bolt heads were artificially d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::749ba8ccddb0e0c5662ff67756ec733b
https://doi.org/10.1016/j.engfailanal.2015.08.037
https://doi.org/10.1016/j.engfailanal.2015.08.037
Publikováno v:
Journal of Constructional Steel Research. 115:290-302
This study considered the shear buckling behavior of a web panel with pitting and through-thickness corrosion damage in the diagonal tension field. Shear loading tests were conducted on three large-scale specimens under different corrosion damage con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b068d7738c27389dc1b2339ab37e85a9
https://doi.org/10.1016/j.jcsr.2015.08.032
https://doi.org/10.1016/j.jcsr.2015.08.032
Publikováno v:
Transactions of the Korean Society for Noise and Vibration Engineering. 25:496-502
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e40a19ce7d5aa06ab74f23704cdf392
https://doi.org/10.5050/ksnve.2015.25.7.496
https://doi.org/10.5050/ksnve.2015.25.7.496
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 19:161-171
A series of tests was conducted for full-scale single-pylon asymmetric cable-stayed bridges using a system of multiple shaking tables. The 2-span bridge length was 28 m, and the pylon height was 10.2 m. 4 different base conditions were considered: th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8601a97d5f743915b93bf4c48d38f3e9
https://doi.org/10.5000/eesk.2015.19.4.161
https://doi.org/10.5000/eesk.2015.19.4.161
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 17:151-157
In this study, an externally reinforced structural system for SMC(Sheet Molding Compound) panel water tank, designed according to the Japanese design code, is experimented to evaluate its seismic performance. The test tank is 3m long, 2m wide and 3m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a558d5f6554dbd25f2f99ed137c5453f
https://doi.org/10.5000/eesk.2013.17.4.151
https://doi.org/10.5000/eesk.2013.17.4.151