Journal article
Cyclic Performance of Precast Concrete Segmental Bridge Columns
Abstract
The cyclic performance of an unbonded precast concrete segmental bridge column system is examined in this paper. This system uses unbonded posttensioning to enhance the self-centering capability and mild steel reinforcement extended across the segment joints to enhance the energy dissipation capability. A simplified analytical method for the system under lateral load is established, and the simplified analytical results are compared with those …
Authors
Ou Y-C; Chiewanichakorn M; Ahn I-S; Aref AJ; Chen SS; Filiatrault A; Lee GC
Journal
Transportation Research Record Journal of the Transportation Research Board, Vol. 1976, No. 1, pp. 66–74
Publisher
SAGE Publications
Publication Date
January 2006
DOI
10.1177/0361198106197600108
ISSN
0361-1981