Response characteristic of cable stayed bridges under static loading and due to the earthquakes in longitudinal direction
Joint Authors
Saidi, H.
Adda, A.
al-Rawi, M.
Ali, A. F.
Source
Jordan Journal of Civil Engineering
Issue
Vol. 8, Issue 1 (31 Mar. 2014), pp.23-28, 6 p.
Publisher
Jordan University of Science and Technology Deanship of Research
Publication Date
2014-03-31
Country of Publication
Jordan
No. of Pages
6
Main Subjects
Topics
Abstract EN
This paper presents the dynamic (earthquake response) analysis of cable stayed bridges under different types of static loading and due to longitudinal directions of earthquake base excitations.
The deck and the tower of the bridge were idealized by discrete element idealization scheme (space frame element) with warping considered as a seventh degree of freedom.
For comparison purposes, the discrete element with six degrees of freedom (warping neglected) were also used to model the structure under investigation.
The cables were modelled by the nonlinear truss elements.
It was found that the warping becomes of significant influence on the behaviour of the bridge deck only if the deck is acted upon by loading that is coupled with initial torsional moment.
American Psychological Association (APA)
Saidi, H.& al-Rawi, M.& Ali, A. F.& Adda, A.. 2014. Response characteristic of cable stayed bridges under static loading and due to the earthquakes in longitudinal direction. Jordan Journal of Civil Engineering،Vol. 8, no. 1, pp.23-28.
https://search.emarefa.net/detail/BIM-350025
Modern Language Association (MLA)
Saidi, H.…[et al.]. Response characteristic of cable stayed bridges under static loading and due to the earthquakes in longitudinal direction. Jordan Journal of Civil Engineering Vol. 8, no. 1 (2014), pp.23-28.
https://search.emarefa.net/detail/BIM-350025
American Medical Association (AMA)
Saidi, H.& al-Rawi, M.& Ali, A. F.& Adda, A.. Response characteristic of cable stayed bridges under static loading and due to the earthquakes in longitudinal direction. Jordan Journal of Civil Engineering. 2014. Vol. 8, no. 1, pp.23-28.
https://search.emarefa.net/detail/BIM-350025
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 28
Record ID
BIM-350025