1 |
W. F. Chen, "Structural Stability : from theory to Practice", Engineering Structures, 22, pp.116-122, 2000.
DOI
ScienceOn
|
2 |
Y. Goto, S. Suzuki, and W. F. Chen, "Stability Behavior of Semi-rigid Sway Frames, Engineering Structures", 15, pp.209-219, 1993.
DOI
|
3 |
N. Kishi, W. F. Chen and Y. Goto, "Effective Length Factor of Columns in Flexibly Jointed and Braced Frames", Engineering Structures, 15, pp.209-219, 1998.
|
4 |
F. Cheong-Siat-Moy, "An improved [bold K][bold-factor formula]", Journal of Structural Engineering, 125, pp.169, 1999.
DOI
|
5 |
G. Mageirou, and C. Gantes, "Buckling Strength of Multi-story Sway, Non-sway and Partially-sway Frames with Semi-rigid Connections", Journal of Constructional Steel Research, 62, pp.893-905, 2006.
DOI
ScienceOn
|
6 |
M. Sekulovic and R. Salatic, "Nonlinear Analysis of Frames with Flexible Connections", Computer & Structures, 79, pp.1097-1107, 2001.
DOI
ScienceOn
|
7 |
I. G. Raftoyiannis, "The Effect of Semi-rigid Joints and an Elastic Bracing System on the Buckling Load of Simple Rectangular Steel Frames", Journal of Constructional Steel Research, 61, pp.1205- 1225, 2005.
DOI
ScienceOn
|
8 |
J. A. Haringx, "On Highly Compressible Helical Springs and Rubber Rods, and their Application for Vibration-free Mountings", 3, Phillips Research Report, Eindhoven, pp.206-220, 1949.
|
9 |
B. C. Min, D. J. Min, M. R. Jung and M. Y. Kim, "Stability Analysis of Shear-flexible and Semi-rigid Frames", KSCE, Vol.31, 1A, pp.9-18(in Korean), 2011.
과학기술학회마을
|
10 |
H. Iwasaki, K. Nogami and M Nagai, "Precision of Ef Method for Evaluating Load-Carrying of Long-Span Cable-Stayed Bridges and Its Ultimate Strength Check", IABSE Reports, IABSE Conference 2001.
|
11 |
K. Bathe, "Finite Element Methods", Prentice-Hall, Englewood Cliffs, New Jersey, pp.110-113, 1993.
|
12 |
F. Engesser, "Die Knickfestigkeit Gerader st be", Zeutralblatt des Bauverwaltung, 11, pp.483, 1891.
|