In a new type of Reduced Beam Section (RBS) connection, called the corrugated web RBS
connection, the flat web of the beam in the section near the column face is replaced by …

Fiber-reinforced polymer (FRP) wrapping of reinforced concrete (RC) columns is an effective
way to improve their shear capacity and ductility and prevent buckling in their longitudinal …

The seismic performance of eccentrically braced frames (EBFs) is strongly influenced by the
length of their links. In these frames, short links undergo shear yielding, long links …

The seismic retrofitting of existing masonry-infilled reinforced-concrete (RC) frame buildings
is one major challenge of earthquake risk mitigation. In this paper, the use of promising …

In the current study, the effects of infilled reinforced concrete (RC) frames with different
window and door openings under cyclic loads were investigated. For this purpose, five in …

Experimental results provided in the related literature are used in the present study to
develop a method for estimating the shear strength of circular concrete-filled steel tubes …

Seismic codes set a minimum beam span-to-depth ratio for steel moment-resisting frames
(MRFs) to ensure the formation of sufficiently long flexural plastic hinges at the beam ends …

Based on experiments and micro-modelling analyses, the interaction between the RC frame
and the infill wall with/without openings under lateral loads was investigated. According to …

The seismic performance of an H-shaped core buckling-restrained brace (HBRB) is
evaluated through detailed finite element analysis. The numerical model is validated against …

Concrete-filled steel plate (CFSP) composite coupling beam is a new type of coupling beam
with large deformation and energy dissipation capacity. Given the need for shear force …