caa a22 4500 463244222 CHVBK 20180405153321.0 cr unu---uuuuu 170326e20070301xx s 000 0 eng 10.1007/s00158-006-0053-7 doi (NATIONALLICENCE)springer-10.1007/s00158-006-0053-7 Lógó János Department of Structural Mechanics, Budapest University of Technology and Economics, 1111 Műegyetem rkp. 3, Budapest, Hungary aut Optimal limit design of elasto-plastic structures for time-dependent loading [Elektronische Daten] [János Lógó] A new approach is presented for the design of structures where the solution of the boundary value problem is approximated by an infinite function series of the state variables expressed in terms of time. Space discretization is used, but the state variables, ordered to the nodes, are continuous functions of time. In spite of a direct mathematical programming technique, the structural response to the time-dependent loading can be followed and the energy dissipation is considered. The design variables are the cross-sectional dimensions and the dissipative forces, and design constraints enforce upper bounds on the flexibilities. Springer-Verlag, 2006 Elasto-plastic structures nationallicence Mathematical programming nationallicence Optimal design nationallicence Time-dependent loading nationallicence Structural and Multidisciplinary Optimization Springer-Verlag 33/3(2007-03-01), 269-273 1615-147X 33:3<269 2007 33 158 https://doi.org/10.1007/s00158-006-0053-7 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/s00158-006-0053-7 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Lógó János Department of Structural Mechanics, Budapest University of Technology and Economics, 1111 Műegyetem rkp. 3, Budapest, Hungary aut NATIONALLICENCE 773 0- Structural and Multidisciplinary Optimization Springer-Verlag 33/3(2007-03-01), 269-273 1615-147X 33:3<269 2007 33 158 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer