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Analysis of shear-walled buildings
Complete analysis is carried out in two stages; in first stage, deflected shape of structure is determined by using "twin cantilevers" method; moments in individual members for this deflected shape are obtained in second stage, using iterative procedure based on slope deflection method; symmetrically arranged shear walls and frames can be analyzed; with modifications method can also be applied to frame torsion resulting from eccentric loads or unsymmetrically arranged shear walls and frames. (27541)
Analysis of shear-walled buildings
Complete analysis is carried out in two stages; in first stage, deflected shape of structure is determined by using "twin cantilevers" method; moments in individual members for this deflected shape are obtained in second stage, using iterative procedure based on slope deflection method; symmetrically arranged shear walls and frames can be analyzed; with modifications method can also be applied to frame torsion resulting from eccentric loads or unsymmetrically arranged shear walls and frames. (27541)
Analysis of shear-walled buildings
Indian Conr J
Chandra, R. (Autor:in) / Jain, J.P. (Autor:in)
1968
6 pages
Aufsatz (Zeitschrift)
Englisch
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Concept of twin cantilevers in analysis of shear-walled multi-storey buildings
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