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Ueber die Berechnung der orthogonalen raeumlichen Rahmen
Calculation of three-dimensional orthogonal frames; slope deflection method combined with iterative solution of system of condition equations is presented; equilibrium of moments in frame nodes is treated in same way as in two-dimensional frames; two variants are described, namely solution method using several iteration schemes, and that using only one iteration scheme and method of "assumed nodes" by R.Agent and G.Arnovorian (1955); latter treatment reduces number of data in computer memory and makes use of small capacity computers possible. (08530)
Ueber die Berechnung der orthogonalen raeumlichen Rahmen
Calculation of three-dimensional orthogonal frames; slope deflection method combined with iterative solution of system of condition equations is presented; equilibrium of moments in frame nodes is treated in same way as in two-dimensional frames; two variants are described, namely solution method using several iteration schemes, and that using only one iteration scheme and method of "assumed nodes" by R.Agent and G.Arnovorian (1955); latter treatment reduces number of data in computer memory and makes use of small capacity computers possible. (08530)
Ueber die Berechnung der orthogonalen raeumlichen Rahmen
Ueber die Berechnung der orthogonalen raeumlichen Rahmen
Anastasescu, D. (Autor:in) / Munteanu, I. (Autor:in)
Bautechnik ; 45
1968
6 pages
Aufsatz (Zeitschrift)
Deutsch
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