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Incremental Dynamic Analysis is carried out to identify maximum story drifts for 20 earthquake records, | Incremental Dynamic Analysis (IDA) is carried out to identify maximum story drifts for 20 earthquake records and generate fragility curves, | ||
Earthquake Records: [http://opensees.berkeley.edu/wiki/images/b/ba/EQRecords.zip Earthquake Records] | Earthquake Records: [http://opensees.berkeley.edu/wiki/images/b/ba/EQRecords.zip Earthquake Records] | ||
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Maximum Drifts Identification: [http://opensees.berkeley.edu/wiki/images/c/c6/Drift_rw_1.zip Max Drift] | Maximum Drifts Identification: [http://opensees.berkeley.edu/wiki/images/c/c6/Drift_rw_1.zip Max Drift] | ||
Fragility Calculation: [http://opensees.berkeley.edu/wiki/index.php/File:Driftmax_1.zip Fragility Calc] | |||
[[File:IDA.jpg]] | [[File:IDA.jpg]] | ||
IDA curve for Tabas Earthquake (PGMD No. 143) | Fig. IDA curve for Tabas Earthquake (PGMD No. 143) | ||
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REFERENCES: | REFERENCES: | ||
[http://www.sciencedirect.com/science/article/pii/S0141029613003568 Hossain, M. R., Ashraf, M., & Padgett, J. E. (2013). "Risk-based seismic performance assessment of Yielding Shear Panel Device." Engineering Structures, 56, 1570-1579.] | [http://www.sciencedirect.com/science/article/pii/S0141029613003568 Hossain, M. R., Ashraf, M., & Padgett, J. E. (2013). "Risk-based seismic performance assessment of Yielding Shear Panel Device." Engineering Structures, 56, 1570-1579.] | ||
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DEVELOPED BY: | DEVELOPED BY: | ||
[http://scholar.google.com.au/citations?user=I_li3qkAAAAJ&hl=en&oi=ao Raquib Hossain], [http://www.uq.edu.au/ The University of Queensland (UQ), Australia] & [http://www.buet.ac.bd/ Bangladesh University of Engineering and Technology (BUET), Bangladesh.] | [http://scholar.google.com.au/citations?user=I_li3qkAAAAJ&hl=en&oi=ao Raquib Hossain], [http://www.uq.edu.au/ The University of Queensland (UQ), Australia] & [http://www.buet.ac.bd/ Bangladesh University of Engineering and Technology (BUET), Bangladesh.] | ||
Latest revision as of 06:07, 23 October 2013
Incremental Dynamic Analysis (IDA) is carried out to identify maximum story drifts for 20 earthquake records and generate fragility curves,
Earthquake Records: Earthquake Records
Model Files: Model Files
Incremental Dynamic Analysis: IDA
Maximum Drifts Identification: Max Drift
Fragility Calculation: Fragility Calc
Fig. IDA curve for Tabas Earthquake (PGMD No. 143)
REFERENCES:
DEVELOPED BY:
Raquib Hossain, The University of Queensland (UQ), Australia & Bangladesh University of Engineering and Technology (BUET), Bangladesh.