Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Soo-Kueon Lee"'
Publikováno v:
International Journal of Steel Structures. 14:213-222
As a partially restrained connection, a double split tee connection has demonstrated various behavioral characteristics based on the combination of T-stub thickness, high-strength bolt gauge distance, and beam and column stiffness ratio, among other
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c78182f5caab510a3546d3537cc1c0ab
https://doi.org/10.1007/s13296-014-2002-4
https://doi.org/10.1007/s13296-014-2002-4
Publikováno v:
Journal of the Korea institute for structural maintenance and inspection. 17:40-48
Eco deck plate system is a construction method that deconstruction of galvanized steel sheets is possible by integrating steel-wire-integrated girders and the galvanized steel sheets with bolts. Therefore, compared with previous steel-wire-integrated
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf976e8d7d33f1e0669c591b3ee386af
https://doi.org/10.11112/jksmi.2013.17.5.040
https://doi.org/10.11112/jksmi.2013.17.5.040
Publikováno v:
Journal of the Korea Concrete Institute. 22:381-388
1) Dept. of Architectural Engineering, Inha University, Incheon 402-751, Korea2) Dept. of Architecture, Dongyang Mirae University, Seoul 152-714, KoreaABSTRACT In this study, characteristics of the seismic response of the non-earthquake resistant rei
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e834a654619718ed3e7a0fcc7d660e4a
https://doi.org/10.4334/jkci.2010.22.3.381
https://doi.org/10.4334/jkci.2010.22.3.381
Publikováno v:
Journal of the Korea Concrete Institute. 21:319-326
Dept. of Architectural Engineering, Hallym College, Gangwon-Do 200-711, KoreaABSTRACT Two parallel wide flange built-up beams are widely used as struts in resisting lateral earth pressure because of theeffectiveness in structure and construction. In
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::333592a7866f711c2030c83662719d9d
https://doi.org/10.4334/jkci.2009.21.3.319
https://doi.org/10.4334/jkci.2009.21.3.319
Publikováno v:
Proceedings of the 10th Pacific Structural Steel Conference (PSSC 2013).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89894b077e226109032e230fdcffd68a
https://doi.org/10.3850/978-981-07-7137-9_086
https://doi.org/10.3850/978-981-07-7137-9_086
Autor:
Jae Guen Yang, Soo Kueon Lee
Publikováno v:
Journal of Korean Society of Steel Construction. 27:243
An extended end-plate connection displays different behavioral properties and energy dissipation capacity based on the thickness and length of the end-plate comprising the connection in the form of a beam-to-column moment connection, the number and d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2e98cbde272947ecbfa184af011f1bc5
https://doi.org/10.7781/kjoss.2015.27.2.243
https://doi.org/10.7781/kjoss.2015.27.2.243