TimeDependent Analysis of PC CableStayed Bridges

Autor: Khalil, M. S., Dilger, W. H., Ghali, A., Khalil, M. S., Dilger, W. H., Ghali, A.
Zdroj: Journal of Structural Engineering; August 1983, Vol. 109 Issue: 8 p1980-1996, 17p
Abstrakt: A computer method is presented for the analysis of cablestayed prestressed concrete bridges for timedependent effects of creep and shrinkage of concrete and relaxation of prestressing steel. Nonlinear behavior due to change of geometry and change of stiffness arising from bending by axial forces is included.
Databáze: Supplemental Index