Hybrid Seismic Response Simulation on a Geographically Distributed Bridge ModelSource: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 004Author:Gilberto Mosqueda
,
Bozidar Stojadinovic
,
Jason Hanley
,
Mettupalayam Sivaselvan
,
Andrei M. Reinhorn
DOI: 10.1061/(ASCE)0733-9445(2008)134:4(535)Publisher: American Society of Civil Engineers
Abstract: The hybrid simulation test method is a versatile technique for evaluating the seismic performance of structures by seamlessly integrating both physical and numerical simulations of substructures into a single test model. Using hybrid simulation, the seismic response of complex structural systems partitioned into multiple large-scale experimental and numerical substructures at networked geographically distributed experimental and computational facilities can be evaluated. A scalable framework with a fault-tolerant distributed controller is presented to support the implementation of advanced hybrid testing methods with distributed substructures. The control strategy is based on a multithreaded simulation coordinator for parallel communication with remote sites and an event-driven controller at each remote experimental site to implement continuous loading. The distributed controller provides faster rates of testing and improved accuracy in the simulation results. The effectiveness of the proposed framework is demonstrated by computing the earthquake response of a six-span bridge model with multiple remote experimental and numerical column substructures distributed within NEES laboratories across the United States. Further, the distributed tests were implemented using a secure network link between the testing sites that was developed for the NEES cyber infrastructure.
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| contributor author | Gilberto Mosqueda | |
| contributor author | Bozidar Stojadinovic | |
| contributor author | Jason Hanley | |
| contributor author | Mettupalayam Sivaselvan | |
| contributor author | Andrei M. Reinhorn | |
| date accessioned | 2017-05-08T21:00:31Z | |
| date available | 2017-05-08T21:00:31Z | |
| date copyright | April 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9445%282008%29134%3A4%28535%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35213 | |
| description abstract | The hybrid simulation test method is a versatile technique for evaluating the seismic performance of structures by seamlessly integrating both physical and numerical simulations of substructures into a single test model. Using hybrid simulation, the seismic response of complex structural systems partitioned into multiple large-scale experimental and numerical substructures at networked geographically distributed experimental and computational facilities can be evaluated. A scalable framework with a fault-tolerant distributed controller is presented to support the implementation of advanced hybrid testing methods with distributed substructures. The control strategy is based on a multithreaded simulation coordinator for parallel communication with remote sites and an event-driven controller at each remote experimental site to implement continuous loading. The distributed controller provides faster rates of testing and improved accuracy in the simulation results. The effectiveness of the proposed framework is demonstrated by computing the earthquake response of a six-span bridge model with multiple remote experimental and numerical column substructures distributed within NEES laboratories across the United States. Further, the distributed tests were implemented using a secure network link between the testing sites that was developed for the NEES cyber infrastructure. | |
| publisher | American Society of Civil Engineers | |
| title | Hybrid Seismic Response Simulation on a Geographically Distributed Bridge Model | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2008)134:4(535) | |
| tree | Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 004 | |
| contenttype | Fulltext |