1 |
Bulenda Th and Knippers J(2001), Stability of grid shells, Computers and Structures, Vol 79, 1161-1174
DOI
ScienceOn
|
2 |
Kato S, Yamashita T, Nakazawa S, Kim Y and Fujibayashi A(2007), Analysis based evaluation for buckling loads of two-way elliptic paraboloidal single layer lattice domes, Journal of Constructional Steel Research, Vol 63, 1219-1227
DOI
ScienceOn
|
3 |
Hwang KJ and Knippers J(2010), Stability of single layered grid shells with various connectors, Proceeding of the ICSA 2010 Guimaraes, Portugal, 581-588
|
4 |
Steinboeck A, Jia X, Hoefinger G and Mang HA(2008), Conditions for symmetric, antisymmetric, and zero-stiffness bifurcation in view of imperfection sensitivity and insensitivity, Computer methods in applied mechanics and engineering, Vol 197, 3623-2626
DOI
ScienceOn
|
5 |
Shon SD, Kin SD, Lee SJ and Kim JS (2011.3) A study on the critical point and bifurcation according to load mode of dome-typed space frame structures, Journal of Korean Association for Spatial Structures, 11(1) 121-130
DOI
ScienceOn
|
6 |
Lee SJ and Shon SD (2012.6) Characteristics of buckling load and bifurcation in accordance with rise-span ratio of space truss considering initial imperfection, Journal of Koran Society of Steel Construction, 24(3) 337-348
DOI
ScienceOn
|
7 |
Shon SD and Lee SJ (2013.3) Critical load and effective buckling length factor of dome-typed space frame accordance with variation of member rigidity, Journal of Korean Association for Spatial Structures, 13(1) 87-96
DOI
ScienceOn
|
8 |
Steinboeck A, Jia X, Hoefinger G and Mang HA(2008), Conditions for symmetric, antisymmetric, and zero-stiffness bifurcation in view of imperfection sensitivity and insensitivity, Computer methods in applied mechanics and engineering, Vol. 197, 3623-2626
DOI
ScienceOn
|
9 |
Shon SD, Lee SJ and Choi JH(2012), Optimum structural design of space truss with considering in snap-thrugh buckling, Journal of Korean Association for Spatial Structures, Vol. 12(2), 89-98
DOI
|
10 |
Shon SD, Hwang KJ and Lee SJ(2014), Numerical evolution of buckling behavior in space structures considering geometrical parameters with joint rigidity, Journal of Central South University, Vol. 21(3), 1115-1124
DOI
ScienceOn
|