Seismic Performance and Stress Transferring Mechanism of Through-Column-Type Joints for Composite Reinforced Concrete and Steel Frames

Panel shear strength of steel coupling beam–wall connections in a hybrid wall system

“…During the mid-1990s, as a consequence of the advantages recognized in RCS structures, an extensive research programme, focused primarily on interior RCS composite joints, was undertaken in the United States and Japan. In Japan, several researchers [8][9][10] have also investigated the seismic behaviour of RCS composite joints and frames. The behaviour of exterior RCS composite joints has been analytically studied by Noguchi et al [11][12][13] on the basis of experimental results from tests performed at Chiba University and the Building Research Institute in Japan.…”

Modelo puntal tensor para un nudo híbrido viga de hormigón y viga de acero bajo cargas gravitatorias

“…Other contributions on mixed concrete-steel joints are: (Kuramoto and Nishiyama, 2004) presented research on the so-called "through-column-type beam-to-column joint" node (Figure 2.b). (Nie et al,, 2008) present a mixed node of steel tubular column to concrete beam, (Chen et al, 2015) the "through-beam connection" system (Figure 2.c).…”

Structural Performance Assessment of Through-Column-Type Beam-to-Column Joints

“…RCS connections have been classified into two main categories: through-beam type and through-column type [2]. In a through-beam-type joint (Figure 1(a)), steel beams penetrate a reinforced concrete column at the joint, while in a through-columntype joint (Figure 1(b)), the concrete column is confined by steel plates and the flanges of steel beams are replaced with transverse stiffeners at the joint [3]. Beam-to-column joints used in RCS frames [3] The structural behavior and seismic performance of RCS beam-to-column joints have been studied by researchers, which has led to the development of some effective design guidelines.…”

“…In a through-beam-type joint (Figure 1(a)), steel beams penetrate a reinforced concrete column at the joint, while in a through-columntype joint (Figure 1(b)), the concrete column is confined by steel plates and the flanges of steel beams are replaced with transverse stiffeners at the joint [3]. Beam-to-column joints used in RCS frames [3] The structural behavior and seismic performance of RCS beam-to-column joints have been studied by researchers, which has led to the development of some effective design guidelines. Sheikh et al [4] summarized the results of an experimental program on the behavior of moment connections between steel beams and reinforced concrete columns.…”