Structural vibration is a widespread issue occurred in the field of civil engineering. The
passive energy dissipation devices are being increasingly popular for protecting structures …

This study presents a new type of Fe-Mn-Si alloy U-shaped dampers (FMS-UDs) that exhibit
extraordinary low cycle fatigue (LCF) performance. The basic material properties of Fe-Mn …

This paper describes the experimental investigation on a newly designed steel shear link
(SL) for seismic protection of civil structures. It is a low-cost hysteretic device, realized from a …

Concentrically braced frame (CBF) systems are susceptible to buckling (which causes a
decrease in energy absorption), although this system has considerable lateral stiffness and …

The investigation of this paper was about non-liner behavior of shear walls against seismic
wave by using conventional and fibered concrete. Case of earthquake study was Iripina …

Mild steel is relatively low-cost and easily accessible material to fabricate some structural
members. It would be a significant advantage if seismic energy dissipaters that are used in …

Among passive energy dissipation methods, beam-to-column connection damage-
controlled systems are more strongly influenced by the strength and stiffness ratios of …

Shear links is a kind of commonly used energy dissipation component of which the yield
force is always multiplied by a hardening factor to check the capacity of gusset plates and …

Taking advantage of large plastic deformation of low yield strength steel is beneficial for
improving the seismic performance of the shear panel damper (SPD). To pre-evaluate the …

The experimental and analytical study of semi-rigid steel connections with dual pipe
dampers (DPD) are discussed in this research. The main goal of the paper is to investigate …