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Formulario de Sismo
I: Inercia cm4
I = bh3
/12
K: Rigidez de la estructura (una columna) [Kgf/cm]
K = 12 EI/H3
K = 3 EI/H3
K= (AE/L) cos2
α

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Arquitectura utfsm arquitectura sismoresistente formulario de sismo

  • 1. Formulario de Sismo I: Inercia cm4 I = bh3 /12 K: Rigidez de la estructura (una columna) [Kgf/cm] K = 12 EI/H3 K = 3 EI/H3 K= (AE/L) cos2 α