SciELO - Scientific Electronic Library Online

 
 número81Correlación entre la aceleración y velocidad máxima del suelo: aplicación en el análisis del peligro sísmicoDiseño sísmico de estructuras de acero basado en confiabilidad estructural y conceptos de energía índice de autoresíndice de materiabúsqueda de artículos
Home Pagelista alfabética de revistas  

Servicios Personalizados

Revista

Articulo

Indicadores

Links relacionados

  • No hay artículos similaresSimilares en SciELO

Compartir


Ingeniería sísmica

versión impresa ISSN 0185-092X

Resumen

FLORES ESTRELLA, Hortencia; CARDENAS SOTO, Martín  y  LOMNITZ, Cinna. Respuesta sísmica en el Lago de Texcoco: Resultados a partir de registros de movimientos fuertes. Ing. sísm [online]. 2009, n.81, pp.37-51. ISSN 0185-092X.

In 1995 an accelerometer array was installed, it consisted on six surface stations which formed two triangles with distances of 30 and 400 m between them, and a vertical array with instruments in five depths. The database is formed by eight strong motion records (5.9 <M <7.9), which were analyzed to estimate the seismic response, to obtain a velocity model for the clay layer and to calculate the response site spectra. The site response is characterized by the fundamental frequency on 0.37 Hz. and an amplification factor around. The shear velocity model was obtained from the analysis to the seismic records from the borehole; this model consists on two layers with a Q factor estimation for each of them. The transfer function for this model is dominated by the dynamic amplification, due to the lacustrine clay layer and its physical properties, and it is close to the empirical transfer function obtained from spectral ratios. The response spectra estimation shows two intervals with maximum seudoacceleration: between 0 and 1 sec and between 2 and 3 sec, with spectral ordinates of 0.6 and 0.74 g, respectively.

        · resumen en Español     · texto en Español     · Español ( pdf )

 

Creative Commons License Todo el contenido de esta revista, excepto dónde está identificado, está bajo una Licencia Creative Commons