Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis

Experimental study of steel slit damper for passive energy dissipation

“…These devices are mainly designed to be incorporated into the bracing system of structural frames. Other devices were developed for installation between beams and columns in a frame structure [10]. On the other hand, some researchers have made use of alternative materials in device fabrication, such as lead, low-yield steel, copper and shape memory alloys to improve the performance [11][12][13][14][15].…”

Shape optimization of metallic yielding devices for passive mitigation of seismic energy

“…Metallic devices can be classified into flexural types, such as hourglass shape ADAS [2], triangular shape TADAS [3]; shear types such as YSPD [4] and axial types, such as the Buckling Retrained Brace [5]. Devices are mainly designed to be incorporated into lateral-load-resisting system in structural frames, but some are developed to be installed between beam and columns [6].…”

Seismic Performance of Beam-to-column Weak-axis Moment Connection of Small-size Steel Structure

“…요구성능을 만족하는 것으로 나타났다 [3] . 이러한 시공상의 문제점을 개선하기 위하여 최근 많은 연 구자들에 의해 새로운 형식의 약축접합부 상세가 개발되었 다 [4], [5], [6], [7], [8], [9], [10], [11], [12], [13] . [14], [15] .…”