摘要：The free vibration analysis of shear walls is interesting in the Structural Design of tall buildings. To solve this problem, complex computing systems not always available are required. In this paper modelizations of coupled shear walls as equivalents rigid frame He analiz.ed. The results are compared with the obtained with the aplication of Finit Elements Metod using 2D elements.
其他摘要：The free vibration analysis of shear walls is interesting in the Structural Design of tall buildings. To solve this problem, complex computing systems not always available are required. In this paper modelizations of coupled shear walls as equivalents rigid frame He analiz.ed. The results are compared with the obtained with the aplication of Finit Elements Metod using 2D elements.
