The Investigation Of Earthquake Resistance For The PC Continuous Rigid Frame Bridge Consid- Ering Nonlinearity In Superstructure
Price
Free (open access)
Transaction
Volume
41
Pages
10
Published
1999
Size
798 kb
Paper DOI
10.2495/ERES990201
Copyright
WIT Press
Author(s)
H. Otsuka, W. Yabuki, H. Nei, T. Tsutsumi, M. Maritomi & T. Okada
Abstract
In this study, a existing PC continuous rigid frame bridge designed by the seismic coefficient method is analyzed considering nonlinearity of superstruc- ture. The effect of nonlinearity of superstructure on the responses of bridges is investigated for different hysteresis
Keywords
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