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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Dietz, Matt
in Cooperation with on an Cooperation-Score of 37%
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Publications (4/4 displayed)
- 2023Monitoring seismic damage via Accelerometer data alone using Volterra series and genetic algorithm
- 2019Cyclic polypropylene pipeline coating interface strength with granular materials at low stress
- 2018Development of a High Channel Count Distributed Data Acquisition System for Shaking Table Testing
- 2012Current Capabilities and Future Roles for Internet Distributed Large Scale Real-Time Seismic Testing
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document
Current Capabilities and Future Roles for Internet Distributed Large Scale Real-Time Seismic Testing
Abstract
Real-time distributed hybrid testing (DHT) presents an efficient way to rapidly expand current seismic testing capabilities. In real-time DHT, geographically distributed substructures are coupled together as part of a single hybrid experiment. The combined system is tested under strict real-time loading conditions hence ensuring that rate effects prevalent in many aseismic technologies can be investigated. In this paper multi-axis real-time DHT using a realistic test setup is presented. Conducted across the Internet between the universities of Bristol and Oxford, it is used to demonstrate the effectiveness of the UK-NEES distributed testing system. An overview of the testing system, believed to be the only one currently capable of conducting such tests is given, explaining key aspects of the technology developed. Current capabilities are discussed together with considerations for the next phase of development. Finally, a vision for the future wider application of this method in earthquake engineering is presented.