Development of connections between hybrid steel truss–FRC beams and RC columns for precast earthquake-resistant framed construction (original) (raw)

Engineering Structures, 2005

Abstract

Results from an investigation aimed at developing a moment connection for a new earthquake-resistant framing system that consists of precast hybrid fiber reinforced concrete (FRC)-encased steel truss beams and reinforced concrete (RC) columns are presented. Various connection schemes between the precast hybrid beams and RC columns were experimentally evaluated for adequate moment and shear transfer during large displacement reversals. From

Gustavo Parra hasn't uploaded this paper.

Let Gustavo know you want this paper to be uploaded.

Ask for this paper to be uploaded.