This paper investigates the seismic behavior of a novel precast segmental bridge column
(PSBC). Glass fiber reinforced polymer (GFRP)-concrete-steel hollow section segments …

Recent studies have proposed and investigated the use of unbonded posttensioned (PT)
bars in bridge substructure systems to improve their self-centering behavior. However, the …

Precast segmental column has attracted a lot of research interests in recent years due to its
numerous advantages. This study proposed a new seismic resilient precast segmental …

The grouted splice sleeve (GSS) connection is considered to be an effective bending
moment–resisting connection between precast RC members. This connection type has been …

This paper investigates the behavior of a ductile detail of exposed base plates. This detail
consists of a base plate anchored to the concrete foundation through bolts extended to a …

Excessive residual displacements to the bridge structures were repeatedly observed after
many previous major earthquakes, which may make the bridge structure lose its functionality …

This paper presents experimental and numerical investigations of the seismic performance
of a novel self-centering (SC) hollow-core (HC) fiber-reinforced polymer (FRP)-concrete …

Prefabricated construction is attracting increasing interest in recent years, since this
construction method has various advantages as compared to the cast-in-situ construction …

Experimental results for a re-centering bridge bent whose concrete columns were post-
tensioned with unbonded high-strength steel bars are presented. The initial post-tensioning …

ABSTRACT A novel self-centering braced double-column rocking bent (SBRB) consisting of
a double-column rocking bent and traditional or self-centering energy dissipation braces is …