Abstract
In the present report, the principle of structural analysis by the e-method was treated theoretically for two-dimensional multi-storied and multi-span rectangular rigid frames loaded vertically or horizontally, in cases where each member of the rigid frames had rigid zone at both ends and the bases of columns were connected by footing beams. A digital computing program for the structural analysis of the rigid frames was constructed on the basis of the e-method and various quantities were computed by this program. The e-method, named by the authors, is one of the slope-deflection method and is of practical use in the structural analysis of rigid frame. Finally the results calculated by the digital computing program are shown in several figures in the present paper.
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