Identification of critical ground motions for seismic performance assessment of structures |
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| Authors: | Rajesh P Dhakal John B Mander Naoto Mashiko |
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| Institution: | Department of Civil Engineering, University of Canterbury, Private bag 4800, Christchurch 8020, New Zealand |
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| Abstract: | A method is established to identify critical earthquake ground motions that are to be used in physical testing or subsequent advanced computational studies to enable seismic performance to be assessed. The ground motion identification procedure consists of: choosing a suitable suite of ground motions and an appropriate intensity measure; selecting a computational tool and modelling the structure accordingly; performing Incremental Dynamic Analysis on a non‐linear model of the structure; interpreting these results into 50th (median) and 90th percentile performance bounds; and identifying the critical ground motions that are close to these defining probabilistic curves at ground motion intensities corresponding to the design basis earthquake and the maximum considered earthquake. An illustrative example of the procedure is given for a reinforced concrete highway bridge pier designed to New Zealand specifications. Pseudodynamic tests and finite element based time history analyses are performed on the pier using three earthquake ground motions identified as: (i) a Design Basis Earthquake (10% probability in 50 years) with 90 percent confidence of non‐exceedance; (ii) a Maximum Considered Event (2% probability in 50 years) representing a median response; and (iii) a Maximum Considered Event representing 90 percent confidence of non‐exceedance. Copyright © 2006 John Wiley & Sons, Ltd. |
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| Keywords: | Performance Based Earthquake Engineering (PBEE) seismic performance assessment pseudodynamic test critical ground motions Incremental Dynamic Analysis (IDA) confidence bounds time‐history analysis Design Basis Earthquake (DBE) Maximum Considered Earthquake (MCE) |
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