Análisis modal de estructuras planas reticulares, por medio del grado de empotramiento
Keywords:
Estructuras, Ingeniería civil, Estructuras planas reticulares, Empotramiento – Cimentaciones, Cálculo estructural (es)Downloads
El desplazamiento lateral, de una viga - columna, Fig. 1, que tiene sus extremos parcialmente restringidos por grados de empotramiento f A, f B, ha sido estudiado en las referencias (1), (2), (3), (4), y su valor se puede representar aproximadamente por medio de la ec. (1). Texto tomado de la fuente
References
García Gabriel. "Respuesta de las estructuras planas reticulares sometidas a cargas laterales aplicadas en los nudos estudiada por el método del grado de empotramiento" XXI Jornadas Sul Americanas de Engenharia Estrutural. Anais. Rio de Janeiro, Brasil 1981.
García Gabriel. "Rapid evaluation for bending moments in a reticulated plane frame" A. C. I. Jnl. Proceedings, V. 80, No. 1, Jan-Feb. 1983, pp 40-48.
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