[1]
Bogacz R., Irretier H., Mahrenholtz O., 1979, Optimal design of structures under nonconservative forces with stability constrains, Bracketing of eigenfrequencies of continuous structures. Proc. Euromech 112, Budapest, Hungary, 43-65.
Google Scholar
[2]
Bogacz R., Niespodziana A., 1987, On stability of continuous Beck column with localized loss of rigidity, Inst. of Fundamental Techn. Research Reports, Vol. 27, 1-23.
Google Scholar
[3]
Mahrenholtz O., Bogacz R., 1981, On the shape of characteristic curves for optimal structures under non-conservative loads, Ingenieur-Archiv, Vol. 50, 141-148.
DOI: 10.1007/bf00539698
Google Scholar
[4]
Tada Y., Matsurnoto R., Oku A., 1989, Shape determination of nonconservative structural systems, Proc. 1st Int. Conf. Computer Aided Optimum Design of Structures: Recent Advances, Southampton, 13-21, Berlin: Springer.
Google Scholar
[5]
Przybyłowicz, P., 2004, Application of functionally graded material to non-conservative Beck column, In: Proceedings of the 11th PTKS Conference, August´ow, September 1-4, pp.52-57.
Google Scholar
[6]
Imiełowski Sz., 2002, Modal forms of columns subject to generalized follower force, Theoretical Foundation of Civil Engineering, X Ukrainian-Polish Translation, W. Szczesniak Ed., Warsaw, June 2002, V. 10, 141-150.
Google Scholar
[7]
Imiełowski Sz, Bogacz, R., 2001, Fixed point in frequency domain of structures subject to generalized follower force, Machine Dynamic Problems, Vol. 25, no. 3/4, 169-182.
Google Scholar
[8]
Bogacz, R., Frischmuth K., 2005, Transient Behavior of Columns under Follower Forces, Machine Dynamics Problems, Vol. 29 No. 4, pp.7-20.
Google Scholar
[9]
Blachut J., Gajewski A., 1980, A unified approach to optimal design of columns, Solid Mechanics Archives, Vol. 5, No. 4, 363-413.
Google Scholar
[10]
Gutkowski W., Mahrenholtz O., Pyrz M., 1993, Minimum weight design of structures under nonconservative forces, In: Optimization or Large Structural Systems (G.T.N. Rozvany, Ed. ), Series E: Applied Sciences, Vo1. 231 or NATO ASI Series), Vol. 2, 1087-1100, Kluwer Acad. Publ.
DOI: 10.1007/978-94-010-9577-8_56
Google Scholar
[11]
Hanaoka M., Washizu K., 1980, Optimum design of Beck's column, Computers and Structures, Vol. ll, No. 6, 473-480.
DOI: 10.1016/0045-7949(80)90054-1
Google Scholar
[12]
Imiełowski Sz., Mahrenholtz O., 1997, Optimization and sensitivity of stepped columns under circulatory load, Applied Mathematics and Computer Sciences, V. 7, 1, 155-170.
Google Scholar
[13]
Frischmuth K., Kosi´nski W., Lekszycki T., 1993, Free vibrations of finite memory material beams, Int. J. Engng Sci., 31, 3, 385-395.
DOI: 10.1016/0020-7225(93)90013-k
Google Scholar
[14]
Bogacz, R., Imiełowski Sz., 1990, On the discontinuous changes of critical force for columns with transverse-slidable joint under follower load, In: Stability or steel structures (Ivanyi M., Ed. ). Budapest: Akademiai Kiado, pp.355-363.
Google Scholar
