Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Woo-Bum Kim"'
Autor:
Woo Bum Kim
Publikováno v:
International Journal of Steel Structures. 20:355-363
The purpose of this study is to analyze the ultimate strength and behavior of a triangular frame and a square frame of an electric transmission tower. An investigation of collapse mechanisms, including partial and overall buckling failures of leg fra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b74c71ecce78c8f0ae218a82ffc4b52
https://doi.org/10.1007/s13296-019-00300-9
https://doi.org/10.1007/s13296-019-00300-9
Autor:
Woo Bum Kim
Publikováno v:
International Journal of Engineering and Technology. 10:398-402
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd547347e283a6513d9aaaf8d73f11d4
https://doi.org/10.7763/ijet.2018.v10.1091
https://doi.org/10.7763/ijet.2018.v10.1091
Publikováno v:
International Journal of Steel Structures. 15:499-505
A parametric finite element analysis (FEA) has been carried out on X-joints of longitudinal plate-to-circular hollow section (CHS) loaded by in-plane bending in this study. The finite element models have been validated through comparisons with previo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::318cc4e0bb0d28ae45bad971b00b3eb5
https://doi.org/10.1007/s13296-015-6018-1
https://doi.org/10.1007/s13296-015-6018-1
Autor:
Kyung-Jae Shin, Hongjin Kim, Woo-Bum Kim, Hye-Min Shin, Hee-Du Lee, Da-Som Chu, Swoo-Heon Lee
Publikováno v:
Proceedings of International Structural Engineering and Construction. 4
The circular hollow section (CHS) has lots of advantages in excellent structural properties, architecturally attractive features. Thus, CHSs are used extensively in many applications in buildings, bridges, towers, and offshore. In CHS, it is necessar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce660bda4d0a0935a18246fa23604841
https://doi.org/10.14455/isec.res.2017.143
https://doi.org/10.14455/isec.res.2017.143
Publikováno v:
Canadian Journal of Civil Engineering. Jan2009, Vol. 36 Issue 1, p63-72. 9p. 8 Diagrams, 4 Charts, 8 Graphs.
Publikováno v:
International Journal of Steel Structures. 13:305-315
The current design practice of an electric transmission tower is based on allowable stress design method in Korea. However, it is difficult to find reasons for the collapse of a transmission tower designed with this approach because the collapse tend
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::39ff4f163cb18318a89b32ed68a873b1
https://doi.org/10.1007/s13296-013-2009-2
https://doi.org/10.1007/s13296-013-2009-2
Publikováno v:
Steel and Composite Structures. 14:473-491
The primary objectives of this paper are to describe the buckling patterns and to determine the squash load of steel plate-concrete (SC) walls. The major variables in this study were the width-thickness (B/t) ratio and yield strength of surface steel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e1d7415c1c8da3630bbf7b268b82047
https://doi.org/10.12989/scs.2013.14.5.473
https://doi.org/10.12989/scs.2013.14.5.473
Publikováno v:
Proceedings of International Structural Engineering and Construction. 3
The behavior of beams with different support condition was investigated through three-point bending test for the purpose of studying difference of maximum load and catenary action of a beam. Beams are made of SPSR400 which has 245MPa of nominal yield
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::110dee5d0631355f540d888c1b744b40
https://doi.org/10.14455/isec.res.2016.4
https://doi.org/10.14455/isec.res.2016.4
Publikováno v:
International Journal of Steel Structures. 12:473-482
While the recent high demand for high rise buildings has led to the development of high-performance and high-strength steels, the requirements for structural-performance steel for such buildings have been raised as engineers recognized the potential
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c9f29548a44e9a17fda5cddab76656b
https://doi.org/10.1007/s13296-012-4002-6
https://doi.org/10.1007/s13296-012-4002-6
Autor:
Hyun-Ho Park, Woo-Bum Kim
Publikováno v:
Journal of Korean Society of Steel Construction. 24:383-398
A finite element analysis study was performed to investigate the behavior and strength of a Plate-Circular Hollow Section joint stiffened with Rib-plate, Since The strength of plate-Circular Section joint is reduced by joint of stress and local plast
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0895efa1167db85b7a7bcc90ed70aa7e
https://doi.org/10.7781/kjoss.2012.24.4.383
https://doi.org/10.7781/kjoss.2012.24.4.383