A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stability of elastically supported beams subject to nonconservative loading; critical load for beamed clamped at one end is approximately determined by applying principle of virtual displacement and using energy method; effect of intermediate elastic supports on stability of beam subject to steady nonconservative loading is investigated; it is assumed that load always acts tangentially to deformed axis; cases of statical and dynamical mode of stability loss are studied. (08534)
Stability of elastically supported beams subject to nonconservative loading; critical load for beamed clamped at one end is approximately determined by applying principle of virtual displacement and using energy method; effect of intermediate elastic supports on stability of beam subject to steady nonconservative loading is investigated; it is assumed that load always acts tangentially to deformed axis; cases of statical and dynamical mode of stability loss are studied. (08534)
Ueber die Stabilitaet elastisch gestuetzter Traeger unter nichtkonservativer Belastung
Ueber die Stabilitaet elastisch gestuetzter Traeger unter nichtkonservativer Belastung
Chang, A. (author)
Stahlbau ; 37
1968
7 pages
Article (Journal)
German
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