@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 Leger, Pierre and Rogers, Colin and Bouaanani, Najib and Massicotte, Bruno and Khaled, Amar and Lamarche, Charles-Philippe},
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 ,\nlanguage = {English},\ncopyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},\ncopyright = {Compendex},\ntitle = {Experimental testing of large scale structural models and components using innovative shake table, dynamic, real-time hybrid simulation and multi-directional loading techniques},\njournal = {International Conference on Advances in Experimental Structural Engineering},\nauthor = {Tremblay, Robert and Leger, Pierre and Rogers, Colin and Bouaanani, Najib and Massicotte, Bruno and Khaled, Amar and Lamarche, Charles-Philippe},\nvolume = {2009-October},\nyear = {2009},\nissn = {25222503},\naddress = {San Francisco, CA, United states},\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.},\nkey = {Shear walls},\nkeywords = {Concrete testing;Reinforced concrete;Seismology;},\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;},\n} \n\n\n","author_short":["Tremblay, R.","Leger, P.","Rogers, C.","Bouaanani, N.","Massicotte, B.","Khaled, A.","Lamarche, C."],"id":"20190606478225","bibbaseid":"tremblay-leger-rogers-bouaanani-massicotte-khaled-lamarche-experimentaltestingoflargescalestructuralmodelsandcomponentsusinginnovativeshaketabledynamicrealtimehybridsimulationandmultidirectionalloadingtechniques-2009","role":"author","urls":{},"keyword":["Concrete testing;Reinforced concrete;Seismology;"],"metadata":{"authorlinks":{}}},"bibtype":"inproceedings","biburl":"https://bibbase.org/network/files/m3A3cns49MKmeRzt5","dataSources":["abFLQcuAzB7s4EL4a","6Aw5QAtT2yLJ3d2JP","EnwwBMFxopKkypo2f","8uWbXNBCDiEboMj8h"],"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","leger","rogers","bouaanani","massicotte","khaled","lamarche"],"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}