Journal article
Ultrahigh-Performance Concrete for Posttensioned Precast Bridge Piers for Seismic Resilience
Abstract
Precast concrete bridge substructures accelerate construction. Precast concrete piers can also limit residual displacements after earthquakes when used with nonemulative connections. This paper investigates the use of ultrahigh-performance concrete (UHPC) to eliminate damage under moderate to high seismic activity for posttensioned self-centering precast piers. Large-scale laboratory testing was used to assess damage in pier specimens. …
Authors
Yang C; Okumus P
Journal
Journal of Structural Engineering, Vol. 143, No. 12,
Publisher
American Society of Civil Engineers (ASCE)
Publication Date
December 2017
DOI
10.1061/(asce)st.1943-541x.0001906
ISSN
0733-9445