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Cálculo sísmico de puentes. Estudio comparativo

Author(s):


Medium: journal article
Language(s): English, Spanish
Published in: Hormigón y acero, , n. 178, v. 42
Page(s): 17-30
Abstract:

Computational methods for seismic analysis of bridges

A study comparing the seismic response of five bridges is presented. The objetive is to weight the results obtained with different computational methods in order to stablish the respective fields of application. Two combination tules (RMS & CQC), the approximate (Ray leigh based) method and the modal acceleration method are compared. All methods compute the structural response using the the spectral modal method.

Available from: ACHE - Asociación Española de Ingeniería Estructural
Structurae cannot make the full text of this publication available at this time.
  • About this
    data sheet
  • Reference-ID
    10076266
  • Published on:
    27/02/2019
  • Last updated on:
    27/02/2019
 
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