Probabilistic economic seismic loss estimation in steel buildings using post-tensioned moment-resisting frames and viscous dampers
Probabilistic economic seismic loss estimation in steel buildings using post-tensioned moment-resisting frames and viscous dampers
The potential of post-tensioned self-centering moment-resisting frames (SC-MRFs) and viscous dampers to reduce the economic seismic losses in steel buildings is evaluated. The evaluation is based on a prototype steel building designed using four different seismic-resistant frames: (i) conventional moment resisting frames (MRFs); (ii) MRFs with viscous dampers; (iii) SC-MRFs; or (iv) SC-MRFs with viscous dampers. All frames are designed according to Eurocode 8 and have the same column/beam cross sections and similar periods of vibration. Viscous dampers are designed to reduce the peak story drift under the design basis earthquake (DBE) from 1.8% to 1.2%. Losses are estimated by developing vulnerability functions according to the FEMA P-58 methodology, which considers uncertainties in earthquake ground motion, structural response, and repair costs. Both the probability of collapse and the probability of demolition because of excessive residual story drifts are taken into account. Incremental dynamic analyses are conducted using models capable to simulate all limit states up to collapse. A parametric study on the effect of the residual story drift threshold beyond which is less expensive to rebuild a structure than to repair is also conducted. It is shown that viscous dampers are more effective than post-tensioning for seismic intensities equal or lower than the maximum considered earthquake (MCE). Post-tensioning is effective in reducing repair costs only for seismic intensities higher than the DBE. The paper also highlights the effectiveness of combining post-tensioning and supplemental viscous damping by showing that the SC-MRF with viscous dampers achieves significant repair cost reductions compared to the conventional MRF
1725-1741
Karavasilis, T.L.
15850eb0-6af4-4b6e-bab4-d5bde281b769
Tsimas, A.
d949e9b1-6788-4ad2-a719-d1502c84e0bf
Dimopoulos, A.
1596cb66-64f5-4659-9f98-8cef8c32ae17
Vamvatsikos, D.
dd422564-8415-4af0-af78-4c38516cfac7
September 2016
Karavasilis, T.L.
15850eb0-6af4-4b6e-bab4-d5bde281b769
Tsimas, A.
d949e9b1-6788-4ad2-a719-d1502c84e0bf
Dimopoulos, A.
1596cb66-64f5-4659-9f98-8cef8c32ae17
Vamvatsikos, D.
dd422564-8415-4af0-af78-4c38516cfac7
Karavasilis, T.L., Tsimas, A., Dimopoulos, A. and Vamvatsikos, D.
(2016)
Probabilistic economic seismic loss estimation in steel buildings using post-tensioned moment-resisting frames and viscous dampers.
Earthquake Engineering & Structural Dynamics, 45 (11), .
(doi:10.1002/eqe.2722).
Abstract
The potential of post-tensioned self-centering moment-resisting frames (SC-MRFs) and viscous dampers to reduce the economic seismic losses in steel buildings is evaluated. The evaluation is based on a prototype steel building designed using four different seismic-resistant frames: (i) conventional moment resisting frames (MRFs); (ii) MRFs with viscous dampers; (iii) SC-MRFs; or (iv) SC-MRFs with viscous dampers. All frames are designed according to Eurocode 8 and have the same column/beam cross sections and similar periods of vibration. Viscous dampers are designed to reduce the peak story drift under the design basis earthquake (DBE) from 1.8% to 1.2%. Losses are estimated by developing vulnerability functions according to the FEMA P-58 methodology, which considers uncertainties in earthquake ground motion, structural response, and repair costs. Both the probability of collapse and the probability of demolition because of excessive residual story drifts are taken into account. Incremental dynamic analyses are conducted using models capable to simulate all limit states up to collapse. A parametric study on the effect of the residual story drift threshold beyond which is less expensive to rebuild a structure than to repair is also conducted. It is shown that viscous dampers are more effective than post-tensioning for seismic intensities equal or lower than the maximum considered earthquake (MCE). Post-tensioning is effective in reducing repair costs only for seismic intensities higher than the DBE. The paper also highlights the effectiveness of combining post-tensioning and supplemental viscous damping by showing that the SC-MRF with viscous dampers achieves significant repair cost reductions compared to the conventional MRF
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Accepted/In Press date: 28 January 2016
e-pub ahead of print date: 1 March 2016
Published date: September 2016
Organisations:
Infrastructure Group
Identifiers
Local EPrints ID: 401596
URI: http://eprints.soton.ac.uk/id/eprint/401596
ISSN: 0098-8847
PURE UUID: 8bdb6411-a51b-45e3-8d23-5a9af98097f8
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Date deposited: 18 Oct 2016 14:34
Last modified: 15 Mar 2024 02:51
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Author:
T.L. Karavasilis
Author:
A. Tsimas
Author:
A. Dimopoulos
Author:
D. Vamvatsikos
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