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Free vibration analysis of asymmetric shear wall-frame buildings using modified finite element-transfer matrix method
(Techno-Press, 2013)
In this study, the modified finite element-transfer matrix methods are proposed for free vibration analysis of asymmetric structures, the bearing system of which consists of shear wall-frames. In the study, a multi-storey ...
Lateral stability analysis of multistory buildings using the differential transform method
(Techno-Press, 2016)
The determination of the critical buckling load of multistory structures is important since this load is used in second order analysis. It is more realistic to determine the critical buckling load of multistory structures ...