Author:
Larsson Ragnar,Wiberg Nils-Erik
Reference6 articles.
1. R. Delpak and V. Peshkam, A study of the influence of hierarchical nodes on the performance of selected parametric elements, Int. J. Num. Meth. Eng., 22, 153–171 (1986)
2. A. Jennings, ‘The elastic stability of rigidly jointed frames’, Int. J. Mech. Sci., 5, 99 – 113 (1963)
3. M. Eisenberger and D. Z. Yankelevsky, ‘Exact stiffness matrix for beams on elastic foundation’, Comp. and Struc., 21, No. 6, 1355–1359 (1985)
4. R. Larsson and N-.E. Wiberg, ‘Stability of plane frames including soil structure interaction’, Chalmers University of Techn., Dep. of Struc. Mech., Report 87:1, Sweden (1987)
5. J. R. Baneijee and F. W. Williams, ‘Exact Bernoulli-Euler static stiffness matrix for a range of tapered beam-columns’, Int. J. Num. Meth. Eng., 23, 1615–1628 (1986)