Effect of horizontal beam on nonlinear dynamic response of steel towers of cable-stayed bridges under great earthquakes

Faculty of Engineering

Assiut University

Effect of horizontal beam on nonlinear dynamic
response of steel towers of cable-stayed bridges under great earthquakes

Research Authors
Hayashikawa T., Haga Y., Yahara D. and Abdel Raheem S. E.
Research Member
Shehata Eldabie Abdel Raheem
Research Department
Civil Engineering Department
Research Year
2001
Research Journal
Journal of Construction Steel, JSSC
Research Vol
Vol.
9
Research Rank
1
Research_Pages
pp.301-308