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contributor authorGilberto Mosqueda
contributor authorBozidar Stojadinovic
contributor authorJason Hanley
contributor authorMettupalayam Sivaselvan
contributor authorAndrei M. Reinhorn
date accessioned2017-05-08T21:00:31Z
date available2017-05-08T21:00:31Z
date copyrightApril 2008
date issued2008
identifier other%28asce%290733-9445%282008%29134%3A4%28535%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35213
description abstractThe 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.
publisherAmerican Society of Civil Engineers
titleHybrid Seismic Response Simulation on a Geographically Distributed Bridge Model
typeJournal Paper
journal volume134
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2008)134:4(535)
treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 004
contenttypeFulltext


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