Zobrazeno 1 - 2
of 2
pro vyhledávání: '"Yong-soo Kyung"'
Publikováno v:
Structural Engineering and Mechanics. 26:651-672
This study presents an improved method that uses the elastic and inelastic system buckling analyses for determining the K-factors of steel column members. The inelastic system buckling analysis is based on the tangent modulus theory for a single colu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32d0fee30e3fdff1a6ff8a26bdc95f7f
https://doi.org/10.12989/sem.2007.26.6.651
https://doi.org/10.12989/sem.2007.26.6.651
Publikováno v:
Structural Engineering & Mechanics; 8/20/2007, Vol. 26 Issue 6, p651-672, 22p, 7 Diagrams, 4 Charts, 4 Graphs