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B. Palazzo, L. Petti, M. Ligio (1997)
Response of base isolated systems equipped with tuned mass dampers to random excitationsJournal of Structural Control, 4
W. Yen, Genda Chen, Mark Yashinski, Y. Hashash, C. Holub, Kehai Wang, X. Guo (2009)
Lessons in bridge damage learned from the Wenchuan earthquakeEarthquake Engineering and Engineering Vibration, 8
K. Ryan, A. Chopra (2006)
Estimating bearing response in symmetric and asymmetric‐plan isolated buildings with rocking and torsionEarthquake Engineering & Structural Dynamics, 35
G. Marano (2005)
Probabilistic seismic response and reliability assessment of isolated bridgesEarthquake Engineering and Engineering Vibration, 4
A. Baratta, I. Corbi (2004)
Optimal design of base-isolators in multi-storey buildingsComputers & Structures, 82
B. Bradley, R. Dhakal, M. Cubrinovski, J. Mander, G. MacRae (2007)
Improved seismic hazard model with application to probabilistic seismic demand analysisEarthquake Engineering & Structural Dynamics, 36
Z. Qiu, Jun Wang (2010)
The interval estimation of reliability for probabilistic and non-probabilistic hybrid structural systemEngineering Failure Analysis, 17
R. Jangid (2008)
Stochastic Response of Bridges Seismically Isolated by Friction Pendulum SystemJournal of Bridge Engineering, 13
A. Taflanidis, J. Scruggs, J. Beck (2008)
Probabilistically robust nonlinear design of control systems for base‐isolated structuresStructural Control and Health Monitoring, 15
S. Park, H. Ghasemi, J. Shen, P. Somerville, W. Yen, M. Yashinsky (2004)
Simulation of the seismic performance of the Bolu Viaduct subjected to near‐fault ground motionsEarthquake Engineering & Structural Dynamics, 33
R. Jangid, James Kelly (2001)
Base isolation for near‐fault motionsEarthquake Engineering & Structural Dynamics, 30
I. Elishakoff (1995)
Essay on uncertainties in elastic and viscoelastic structures: From A. M. Freudenthal's criticisms to modern convex modelingComputers & Structures, 56
D. Vamvatsikos, C. Cornell (2005)
Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape informationEarthquake Engineering & Structural Dynamics, 34
K. Ryan, A. Chopra (2006)
Estimating Seismic Demands for Isolation Bearings with Building Overturning EffectsJournal of Structural Engineering-asce, 132
Ajay Sharma, R. Jangid (2010)
Seismic Response of Base-Isolated Benchmark Building with Variable Sliding IsolatorsJournal of Earthquake Engineering, 14
A. Khuri, S. Mukhopadhyay (2010)
Response surface methodologyWiley Interdisciplinary Reviews: Computational Statistics, 2
W. Hong, Heecheul Kim (2004)
Performance of a multi-story structure with a resilient-friction base isolation systemComputers & Structures, 82
Satish Nagarajaiah, Xiaohong Sun (2001)
Base-Isolated FCC Building: Impact Response in Northridge EarthquakeJournal of Structural Engineering-asce, 127
J. Scruggs, A. Taflanidis, James Beck (2006)
Reliability‐based control optimization for active base isolation systemsStructural Control and Health Monitoring, 13
Y. Ben-Haim (1994)
A non-probabilistic concept of reliabilityStructural Safety, 14
S. Menard (1996)
Applied Logistic Regression Analysis
R. Jangid, T. Datta (1995)
Performance of base isolation systems for asymmetric building subject to random excitationEngineering Structures, 17
S. Narasimhan, Satish Nagarajaiah, Erik Johnson, H. Gavin (2006)
Smart base‐isolated benchmark building. Part I: problem definitionStructural Control and Health Monitoring, 13
R. Jangid (2007)
Optimum lead–rubber isolation bearings for near-fault motionsEngineering Structures, 29
K. Ryan, A. Chopra (2004)
Estimating the seismic displacement of friction pendulum isolators based on non‐linear response history analysisEarthquake Engineering & Structural Dynamics, 33
K. Ryan, A. Chopra (2004)
Estimation of Seismic Demands on Isolators Based on Nonlinear AnalysisJournal of Structural Engineering-asce, 130
J. Baker, C. Cornell (2005)
A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilonEarthquake Engineering & Structural Dynamics, 34
J. Baker, A. Cornell (2008)
Uncertainty propagation in probabilistic seismic loss estimationStructural Safety, 30
An analysis was performed on the Benchmark base-isolated structure using both a convex model to simulate the uncertainties of the isolated structural parameters and a random model to simulate the uncertainties of the seismic input. A new method for calculating the fragility curves of bearing failure in the isolated structure when considering the above two uncertainties is proposed within the framework of the performance-based seismic evaluation of structures proposed by the Pacific Earthquake Engineering Research Centre (PEER), based on a full probability theory. A comparison of the calculations showed that the seismic fragility of Benchmark base-isolated structure would be underestimated if the uncertainties of the structural parameters were not considered. The sensitivity analysis of the maximum bearing displacement in the Benchmark base-isolated structure demonstrated that the mechanical parameters of the isolation bearing imparted the most significant impact on the maximum base displacement, with less significant impacts on the mass of the super structure and insignificant impacts on the stiffness of the superstructure. Based on these results, two new methods were proposed for analysis of the seismic demand of the bearing displacement, i.e., the robust seismic demand analysis and the hybrid seismic demand analysis.
Advances in Structural Engineering – SAGE
Published: Jul 1, 2014
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