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Dynamic response of a full scale tested bridge

Author(s):

Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Long-Span and High-Rise Structures, Kobe, Japan, September 1998
Published in:
Page(s): 389-390
Year: 1998
DOI: 10.5169/seals-59897
Abstract: Presented in this paper is dynamic testing of a reinforced-concrete bridge on the Kumanovo -Titov Veles motor way The bridge is constructed of precast-prefabricated prestressed simplebeams continued by a cast-in place deck structure The objective of the test was to define themain dynamic characteristics of the structure necessary for the formulation of the mathematicalmodel of this type of structures Then, a mathematical model was formulated for the testedbridge The model consists of 79 nodal points and 89 elements The comparison between thecomputed and the measured values pointed to very good agreement ofthe results
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.5169/seals-59897.
  • About this
    data sheet
  • Reference-ID
    10016577
  • Published on:
    09/01/2005
  • Last updated on:
    29/12/2019
 
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