Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Kou Moon Choi"'
Publikováno v:
International Journal of Structural Stability and Dynamics. :377-390
The differential equations governing free vibrations of the elastic, parabolic arches with unsymmetric axes are derived in Cartesian coordinates rather than in polar coordinates. The formulation includes the effects of axial extension, shear deformat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78c90f220dbddea9d54c15a889c9f6db
https://doi.org/10.1142/s021945540300094x
https://doi.org/10.1142/s021945540300094x
Publikováno v:
KSCE Journal of Civil Engineering. 6:469-474
The general boundary condition of free vibrations of arches consists of translational and rotational springs. In this paper, the equations of general boundary condition of arch were derived, while the ordinary differential equations governing free vi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e4b4880e9d56257cd40d6bf4e657aab4
https://doi.org/10.1007/bf02842001
https://doi.org/10.1007/bf02842001
Publikováno v:
KSCE Journal of Civil Engineering. 6:135-141
This paper deals with the elastica of shear-deformable tapered columns. Non-dimensional differential equations governing the elastica of buckled columns and their boundary conditions, including the effect of shear deformation, are derived according t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::843bb29ed55319fa147a3f4c71527742
https://doi.org/10.1007/bf02829130
https://doi.org/10.1007/bf02829130
Publikováno v:
Computing in Civil and Building Engineering (2000).
Numerical methods are developed for calculating the buckling load and obtaining the elastica of tapered column with regular polygon cross-section and both clamped ends, whose material volume and span length are always held constant. The differential
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::adba077e5ba4dbcafcddfef6ec97870f
https://doi.org/10.1061/40513(279)101
https://doi.org/10.1061/40513(279)101
Publikováno v:
International Journal of Structural Stability & Dynamics; Sep2003, Vol. 3 Issue 3, p377, 14p