Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Yeong Wook Jo"'
Publikováno v:
Journal of the Korea Concrete Institute. 27:291-298
In this paper, a bundled diagonal reinforcement using high performance steel fiber was proposed to enhance the construct ability and seismic performance. Experiments of coupling beam was composed of four specimens and the hysteretic behavior evaluate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::beab25d5525ac5a3beaa2cf1e9e9a971
https://doi.org/10.4334/jkci.2015.27.3.291
https://doi.org/10.4334/jkci.2015.27.3.291
Publikováno v:
Journal of the Korea Concrete Institute. 27:11-20
An unbonded post-tensioned anchor using a 15.2 mm diameter 7-wire strand was developed based on finite element analysis and experimental testing. In order to evaluate its performance, static load tests and load transfer tests were conducted following
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76aeda518acbb31f5ff8819e6987204d
https://doi.org/10.4334/jkci.2015.27.1.011
https://doi.org/10.4334/jkci.2015.27.1.011
Publikováno v:
Construction and Building Materials. 68:476-490
This study aims at exploring the use of high performance fiber-reinforced cement composites (HPFRCCs) as an innovative method of improving the seismic performance of slender coupling beams. Also, the effect of diagonal reinforcement in slender coupli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd2d0b1e3aecfc622d9e0ec1118aa326
https://doi.org/10.1016/j.conbuildmat.2014.06.089
https://doi.org/10.1016/j.conbuildmat.2014.06.089
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 17:11-19
This research presents that seismic performance of steel moment resisting frame building designed by past provision(UBC, Uniform Building Code) before and after retrofitted with BRB (Buckling-Restrained Brace) was evaluated using response modificatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2de05ccf6e305f22852f0c794d6f604e
https://doi.org/10.5000/eesk.2013.17.1.011
https://doi.org/10.5000/eesk.2013.17.1.011
Autor:
Myoungsu Shin1 msshin@unist.ac.kr, Seong-Woo Gwon1, Kihak Lee2, Sang Whan Han3, Yeong Wook Jo4
Publikováno v:
Construction & Building Materials. Oct2014, Vol. 68, p476-490. 15p.