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http://dx.doi.org/10.7781/kjoss.2013.25.1.081

Cyclic Test of Shear Wall Damping Systems  

Ahn, Tae Sang (Seismic Isolation & Vibration Control Research Team, DRB Holding Co., Ltd.)
Kim, Young Ju (Seismic Isolation & Vibration Control Research Team, DRB Holding Co., Ltd.)
Kim, Hyung Geun (SH Corporation)
Jang, Dong Woon (Construction technology development department, Ssangyong E&C)
Choi, Kyoung Kyu (School of architecture, Soongsil University)
Kim, Jong Rak (School of architecture, Soongsil University)
Publication Information
Journal of Korean Society of Steel Construction / v.25, no.1, 2013 , pp. 81-92 More about this Journal
Abstract
The objective of conventional seismic design is to ensure an acceptable safety level while avoiding catastrophic failures of structures and loss of life. Over the last many years, a large amount of research has been devoted into developing effective earthquake resistant systems in order to raise the seismic performance level of structures. The purpose of this study is to propose a new damping system, which realize not only increasing seismic performance but also easy repairing after an earthquake. The proposed damping system is slit in the bottom of wall with damping devices installed in the slit horizontally aiming to dissipate energy during earthquakes. Cyclic loading tests were conducted to investigate hysteretic behavior and energy dissipation capacity. Test results show that the proposed systems exhibit a stable hysteretic response and the energy dissipation in this system is concentrated on the damping devices.
Keywords
seismic design; repairing; damping system; cyclic loading test; energy dissipation capacity;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
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