Yazarlar: Alp Caner, Cenan Özkaya
Yayın Yeri : IBC 09-33
Yayın Yılı : 2009
Açıklama : Over the last forty years, there is a considerable increase in design and construction of cable-stayed bridges. The seismic requirements of the standard bridge specifications do not typically apply to the analysis and design of long-span cable stayed bridges. The focus of this study can be divided into two phases as (1) to investigate the common characteristics of existing long-span cable stayed bridges and (2) to determine the seismic performance of a typical cable-stayed bridge. In this research, bridge tower damage levels are tried to be predicted using a displacement based design approach. Research program is still in progress.