@inproceedings{20190606478225 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Experimental testing of large scale structural models and components using innovative shake table, dynamic, real-time hybrid simulation and multi-directional loading techniques},
journal = {International Conference on Advances in Experimental Structural Engineering},
author = {Tremblay, Robert and P., Leger and C., Rogers and N., Bouaanani and B., Massicotte and A., Khaled and C.-P., Lamarche},
volume = {2009-October},
year = {2009},
issn = {25222503},
address = {San Francisco, CA, United states},
abstract = {The paper describes seismic experimental programs that have been recently conducted in the new Hydro-Quebec Structural Engineering testing facility at Ecole Polytechnique of Montreal, Canada. A shake table test setup has been developed for multi-storey building models and testing has been completed on full-scale two-storey steel frame/wood sheathed shear wall and reduced-scale eight-storey reinforced concrete shear wall models. Seismic dynamic testing of large scale roof deck diaphragm specimens and real time dynamic sub-structuring testing of seismic dampers and isolators for bridge structures are also described. The test setup used for the multi-axis testing of rectangular bridge piers subjected to bi-directional seismic loading is discussed. Future expansion of the multi-directional testing capability of the laboratory is introduced.<br/> &copy; 2009 EUCENTRE. All Rights Reserved.},
key = {Shear walls},
keywords = {Concrete testing;Reinforced concrete;Seismology;},
note = {Experimental program;Experimental testing;Large-scale structural models;Multistorey buildings;Real-time dynamics;Real-time hybrid simulations;Reinforced concrete shear walls;Shake table tests;},
}

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A shake table test setup has been developed for multi-storey building models and testing has been completed on full-scale two-storey steel frame/wood sheathed shear wall and reduced-scale eight-storey reinforced concrete shear wall models. Seismic dynamic testing of large scale roof deck diaphragm specimens and real time dynamic sub-structuring testing of seismic dampers and isolators for bridge structures are also described. The test setup used for the multi-axis testing of rectangular bridge piers subjected to bi-directional seismic loading is discussed. Future expansion of the multi-directional testing capability of the laboratory is introduced.<br/> &copy; 2009 EUCENTRE. All Rights Reserved.","key":"20190606478225","keywords":"Concrete testing;Reinforced concrete;Seismology;","note":"Experimental program;Experimental testing;Large-scale structural models;Multistorey buildings;Real-time dynamics;Real-time hybrid simulations;Reinforced concrete shear walls;Shake table tests;","bibtex":"@inproceedings{20190606478225 ,\r\nlanguage = {English},\r\ncopyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},\r\ncopyright = {Compendex},\r\ntitle = {Experimental testing of large scale structural models and components using innovative shake table, dynamic, real-time hybrid simulation and multi-directional loading techniques},\r\njournal = {International Conference on Advances in Experimental Structural Engineering},\r\nauthor = {Tremblay, Robert and P., Leger and C., Rogers and N., Bouaanani and B., Massicotte and A., Khaled and C.-P., Lamarche},\r\nvolume = {2009-October},\r\nyear = {2009},\r\nissn = {25222503},\r\naddress = {San Francisco, CA, United states},\r\nabstract = {The paper describes seismic experimental programs that have been recently conducted in the new Hydro-Quebec Structural Engineering testing facility at Ecole Polytechnique of Montreal, Canada. A shake table test setup has been developed for multi-storey building models and testing has been completed on full-scale two-storey steel frame/wood sheathed shear wall and reduced-scale eight-storey reinforced concrete shear wall models. Seismic dynamic testing of large scale roof deck diaphragm specimens and real time dynamic sub-structuring testing of seismic dampers and isolators for bridge structures are also described. The test setup used for the multi-axis testing of rectangular bridge piers subjected to bi-directional seismic loading is discussed. Future expansion of the multi-directional testing capability of the laboratory is introduced.<br/> &copy; 2009 EUCENTRE. All Rights Reserved.},\r\nkey = {Shear walls},\r\nkeywords = {Concrete testing;Reinforced concrete;Seismology;},\r\nnote = {Experimental program;Experimental testing;Large-scale structural models;Multistorey buildings;Real-time dynamics;Real-time hybrid simulations;Reinforced concrete shear walls;Shake table tests;},\r\n} \r\n\r\n\r\n","author_short":["Tremblay, R.","P., L.","C., R.","N., B.","B., M.","A., K.","C.-P., L."],"id":"20190606478225","bibbaseid":"tremblay-p-c-n-b-a-cp-experimentaltestingoflargescalestructuralmodelsandcomponentsusinginnovativeshaketabledynamicrealtimehybridsimulationandmultidirectionalloadingtechniques-2009","role":"author","urls":{},"keyword":["Concrete testing;Reinforced concrete;Seismology;"],"metadata":{"authorlinks":{}}},"bibtype":"inproceedings","biburl":"https://bibbase.org/network/files/kkoi9Cbz7w65AHtet","dataSources":["iK69edT4peeXELcwY","6Aw5QAtT2yLJ3d2JP","qBPxBjrzghRQ4Wzbf"],"keywords":["concrete testing;reinforced concrete;seismology;"],"search_terms":["experimental","testing","large","scale","structural","models","components","using","innovative","shake","table","dynamic","real","time","hybrid","simulation","multi","directional","loading","techniques","tremblay","p.","c.","n.","b.","a.","c.-p."],"title":"Experimental testing of large scale structural models and components using innovative shake table, dynamic, real-time hybrid simulation and multi-directional loading techniques","year":2009}