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- W2282256933 abstract "Abstract– In this study, a free vibration analysis of flexibly connected, elastically supported, stiffened coupled shear walls is carried out by a simplifying method widely used in the past for the static analysis of similar structures [1]. This method, called the continuous connection technique (CCT), comprises an efficient tool for the predesign computations related to the treatment of highrise buildings. While the discrete structure is formulated as a continuous medium, the continuously distributed mass of the structure is discretized to a system of lumped masses for finding the corresponding flexibility matrix. After obtaining the standard frequency equation of the discrete system, the circular frequencies are determined in a straightforward manner and used to find the modes of vibration. Some comparisons are made between the results of the present method and those of a previous one, resulting in a perfect match of the two." @default.
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- W2282256933 date "2004-01-01" @default.
- W2282256933 modified "2023-09-27" @default.
- W2282256933 title "FREE VIBRATIONS OF FLEXIBLY CONNECTED ELASTICALLY SUPPORTED STIFFENED COUPLED SHEAR WALLS WITH STEPWISE CHANGES IN WIDTH" @default.
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