TY - JOUR
T1 - Seismic response control of multi-story asymmetric-plan buildings using pin-supported structures with passive energy dissipation devices
AU - Miyazu, Yuji
AU - Ito, Akiyasu
N1 - Funding Information:
This work was supported by SPS J
Publisher Copyright:
© 2017 The Authors. Published by Elsevier Ltd.
PY - 2017
Y1 - 2017
N2 - This paper proposes a structural system that prevent low-rise wooden buildings from soft-story mechanisms under strong seismic excitations. The proposed system consists of a pin-supported frame (PSF) and passive energy dissipation devices, which are attached to the building from the outside. The PFS works to reduce the torsional vibration of the building and make the story drift of all the stories uniform, and the passive energy dissipation device further reduce the seismic response. First, the time-history response analysis of two-story asymmetric-plan wooden buildings is carried out to show the effectiveness of the proposed system. Then, the prediction formula of the axial force acting on the connection between the main structure and the PSF is derived, and its validity is confirmed by comparing with the result obtained from the time history analysis.
AB - This paper proposes a structural system that prevent low-rise wooden buildings from soft-story mechanisms under strong seismic excitations. The proposed system consists of a pin-supported frame (PSF) and passive energy dissipation devices, which are attached to the building from the outside. The PFS works to reduce the torsional vibration of the building and make the story drift of all the stories uniform, and the passive energy dissipation device further reduce the seismic response. First, the time-history response analysis of two-story asymmetric-plan wooden buildings is carried out to show the effectiveness of the proposed system. Then, the prediction formula of the axial force acting on the connection between the main structure and the PSF is derived, and its validity is confirmed by comparing with the result obtained from the time history analysis.
KW - Multi-story asymmetric-plan building
KW - Passive energy dissipation device
KW - Pin-supported frame
KW - Seismic response control
KW - Time-history response analysis
UR - http://www.scopus.com/inward/record.url?scp=85029907867&partnerID=8YFLogxK
U2 - 10.1016/j.proeng.2017.09.414
DO - 10.1016/j.proeng.2017.09.414
M3 - Conference article
AN - SCOPUS:85029907867
SN - 1877-7058
VL - 199
SP - 1725
EP - 1730
JO - Procedia Engineering
JF - Procedia Engineering
T2 - 10th International Conference on Structural Dynamics, EURODYN 2017
Y2 - 10 September 2017 through 13 September 2017
ER -