Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Oan Chul Choi"'
Autor:
Giovanni A. Plizzari, John Cairns, Giovanni Metelli, Maria Antonietta Aiello, Josipa Bošnjak, Giuseppe Centonze, Francesca Ceroni, Oan Chul Choi, Hajin Choi, Antonio Conforti, Dario Coronelli, David Darwin, Rolf Eligehausen, Nicola Fabris, Flora Faleschini, Alessandro P. Fantilli, Ignasi Fernandez, Pietro G Gambarova, Ghadir Haikal, Josef Hegger, Jan Hofmann, Kwang Yeon Kim, Hitesh Lakhani, Marianovella Leone, Andrés Lepage, Francesco Lo Monte, Karin Lundgren, Egidio Marchina, Konstantinos G. Megalooikonomou, Marianna Micallef, Giovanni Muciaccia, Stavroula J. Pantazopoulou, Maria Rosaria Pecce, Carlo Pellegrino, Julio A. Ramirez, Zila Rinaldi, Janna Schoening, Akanshu Sharma, John Silva, Mohammad Tahershamsi, Souzana P. Tastani, Francesco Tondolo, Robert L. Vollum, Samir Yasso, Kamyab Zandi, Mariano Angelo Zanini
Publikováno v:
fib Bulletins ISBN: 9782883941649
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1b839840fa4a902f7ffd839dc82860f
https://doi.org/10.35789/fib.bull.0106
https://doi.org/10.35789/fib.bull.0106
Autor:
Oan Chul Choi, Hajin Choi
Publikováno v:
fib Bulletins ISBN: 9782883941649
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e5beb9487331cdb15680e8a48908e79
https://doi.org/10.35789/fib.bull.0106.ch01
https://doi.org/10.35789/fib.bull.0106.ch01
Publikováno v:
ACI Structural Journal. 118
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b554a5b2817cd1e6382e9d3a6e8e9e9
https://doi.org/10.14359/51732999
https://doi.org/10.14359/51732999
Publikováno v:
ACI Structural Journal. 117
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::66bffdc6ca9d286bf094bd6f2db8fc70
https://doi.org/10.14359/51724672
https://doi.org/10.14359/51724672
Publikováno v:
ACI Structural Journal; Nov2021, Vol. 118 Issue 6, p143-154, 12p
Publikováno v:
Journal of the Korean Recycled Construction Resources Institute. 1:197-203
(Received November 29, 2013 / Revised December 19, 2013 / Accepted December 23, 2013)In this study, the creep behaviors of amorphous steel fiber-reinforced concrete were investigated. Two different types of tests were carried out to evaluate the effe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::01d1763253f360075f8ebc99bd1f337a
https://doi.org/10.14190/jrcr.2013.1.3.197
https://doi.org/10.14190/jrcr.2013.1.3.197
Publikováno v:
Journal of the Korean Recycled Construction Resources Institute. 1:128-135
In this study, one-way shear tests were performed to investigate the shear capacity of amorphous steel fiber-reinforced concrete slabs. Primary test parameters were the shear reinforcing method(Stirrups or amorphous steel fibers) and shear reinforcem
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a9877745314b8e79b5325c2ce59ecb0
https://doi.org/10.14190/jrcr.2013.1.2.128
https://doi.org/10.14190/jrcr.2013.1.2.128
Publikováno v:
Journal of the Korea Concrete Institute. 25:53-61
A new deformation of reinforcing bar in coils was proposed to improve a machinability of straightening process, which has crescent-shaped transverse ribs with an inclination angle of 50 degrees, a crest width of 0.15d b , and a flank inclination of 5
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b2a5b4af88872f22e93447793c218f8
https://doi.org/10.4334/jkci.2013.25.1.053
https://doi.org/10.4334/jkci.2013.25.1.053
Autor:
Oan Chul Choi, Hajin Choi
Publikováno v:
ACI Structural Journal. 114
The rib geometry of deformed bars governs bond behavior and is instrumental in guaranteeing adequate bond resistance. The ribs of bars can split the concrete cover and shear off the concrete key by wedging action. This study is intended to explain th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd6a3b281ad9bafe2f8a6af0768fc088
https://doi.org/10.14359/51689256
https://doi.org/10.14359/51689256
Publikováno v:
Journal of the Korea Concrete Institute. 23:393-400
The needs for high strength structural materials have recently increased, because construction and cost efficiencies are demanded by the costumers. But, the use of high strength reinforcing bars requires longer development and splice lengths compared
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::548709d82f586a8bac629a92f836845a
https://doi.org/10.4334/jkci.2011.23.3.393
https://doi.org/10.4334/jkci.2011.23.3.393