Nonlinear static analysis of cable-stayed bridge considering semirigid connections
Publish place: 10th International Congress on Civil Engineering
Publish Year: 1394
Type: Conference paper
Language: English
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Document National Code:
ICCE10_0468
Index date: 10 July 2015
Nonlinear static analysis of cable-stayed bridge considering semirigid connections abstract
Studying the structures under the effect of incremental lateral loads and achieving the capacity curve of structure are defined as nonlinear static analysis. The speed and ease of results interpretation in this method is more than that of the NRHA. Hence, for seismic assessment of cable-stayed bridge with semirigid connections, nonlinear static analysis method is employed in this paper. The impact of connection flexibility is investigated in the two separated states (the connection of deck to tower and the supports of tower). The cable-stayed bridge is modeled in the OpenSees software based on the load control. In addition, the maximum base shear and lateral displacement results, calculated in different nodes of bridge tower, are reported. According to responses, the rate of displacement increasing due to decrease of connection flexibility is about 15 percentages less than that of caused by reducing tower supports rigidity.
Nonlinear static analysis of cable-stayed bridge considering semirigid connections Keywords:
Nonlinear static analysis of cable-stayed bridge considering semirigid connections authors
A. Shooshtari
Assistant Professor, Civil Engineering Department, Ferdowsi University of Mashhad, Iran
S. Heyrani Moghaddam
M. Sc. Student, Civil Engineering Department, Ferdowsi University of Mashhad, Iran
A.R Masoodi
M. Sc. Student, Civil Engineering Department, Ferdowsi University of Mashhad, Iran
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