Near-Field Earthquake Directivity Effects: Application to Seismic Evaluation of Bridges
Reddy, Karthik K. S. K. and Somala, S N (2021) Near-Field Earthquake Directivity Effects: Application to Seismic Evaluation of Bridges. PhD thesis, Indian institute of technology Hyderabad.
Text (Thesis)
Thesis_KSKKR_CE17RESCH01003.pdf - Submitted Version Restricted to Repository staff only until 1 November 2024. Download (7MB) | Request a copy |
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Text (Thesis)
Thesis_KSKKR_CE17RESCH01003.pdf - Submitted Version Restricted to Repository staff only until 1 November 2024. Download (7MB) | Request a copy |
Abstract
Directivity is observed in the near-field regime where a limited number of strong-motion records exist. Pulse-like ground motion resulting from directivity can do significant damage to structures depending on the pulse period of directivity. Earthquake simulations are used to simulate time histories on racetracks, where the rupture distance of receivers is constant irrespective of earthquake hypocenter location. Choosing a vertical strike-slip fault, a bilateral, a unilateral and a couple of intermediate levels scenarios are simulated on multiple tracks. The synthesized ground motion is used to understand the response of structures ranging from single degree of freedom approximations to bridge models.
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Item Type: | Thesis (PhD) | ||||
Uncontrolled Keywords: | Dynamic rupture, Unilaterality, Amplification factor, Ductility demand, Fragility | ||||
Subjects: | Civil Engineering | ||||
Divisions: | Department of Civil Engineering | ||||
Depositing User: | Mrs Haseena VKKM | ||||
Date Deposited: | 17 Nov 2021 11:04 | ||||
Last Modified: | 17 Nov 2021 11:20 | ||||
URI: | http://raiithold.iith.ac.in/id/eprint/8986 | ||||
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