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In this paper, effects of a critical structural parameter, beam-to-column stiffness ratio (on seismic lateral force distribution and its corresponding displacement (s) on frame members were observed. For this purpose, analysis of 12 samples of a 10-storey frame structure having varying beam/ column stiffness was carried out with the help of software facilities. To save time in the modelling and parameterization of the frame structure, a programming tool has been developed combining the functionality of VBA based excel software, Matlab and SAP2000 OAPI. With the help of this tool, parametric analysis of a significant number of frame models can automatically be generated and executed in SAP2000 in a lesser time of 139.0secs and at a less expense of user input. The core interest in performing the analysis is to estimate the responses of varieties of weakcolumn/strong-beam and strong-column/weak-beam multi-story frame subjected to seismic lateral forces by modelling the frame in its actual form[SAP2000] and idealized stick model [hand computation]. From the analysis of the various models, comparison of SAP2000 lateral force distribution and displacement of frame models is made with that of hand calculation.

Parametric Investigation of Plane Frame Structure Using Excel Vba And Sap2000 oapi Based Programming