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A two\u2010story, full\u2010scale seismically isolated wood frame house was tested dynamically under multiple ground motions on a shake table. Two different sliding isolation bearings were evaluated, one with flat and another with concave sliding surfaces, both with high\u2010density polyethylene sliders on galvanized steel surfaces with a coefficient of friction of approximately 0.18. Each isolation system was subjected to seven severe recorded earthquake ground motions, which produced peak isolator displacements of up to 41\u00a0cm. The maximum induced inertial shear force on the superstructure was on the order of 0.4 g, yet the house remained practically damage\u2010free with story drift ratios less than 0.1%. The study successfully (1) provides a proof\u2010of\u2010concept for design, construction, and behavior of a light\u2010frame house with low\u2010cost high friction sliding seismic isolation, (2) confirms several design assumptions regarding isolation behavior and maximum isolation displacement, and (3) provides data to validate computational models and develop design guidelines for the isolated superstructure.<\/jats:p>","DOI":"10.1193\/010616eqs003m","type":"journal-article","created":{"date-parts":[[2016,8,15]],"date-time":"2016-08-15T18:04:47Z","timestamp":1471284287000},"page":"2245-2270","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":41,"title":["Full\u2010Scale Dynamic Testing of a Sliding Seismically Isolated Unibody House"],"prefix":"10.1002","volume":"32","author":[{"given":"Ezra","family":"Jampole","sequence":"first","affiliation":[{"name":"Stanford University 439 Panama Mall Stanford CA 94305"}]},{"given":"Gregory","family":"Deierlein","sequence":"additional","affiliation":[{"name":"Stanford University 439 Panama Mall Stanford CA 94305"}]},{"given":"Eduardo","family":"Miranda","sequence":"additional","affiliation":[{"name":"Stanford University 439 Panama Mall Stanford CA 94305"}]},{"given":"Benjamin","family":"Fell","sequence":"additional","affiliation":[{"name":"California State University Sacramento, 6000 J Street Sacramento CA 95819\u20106029"}]},{"given":"Scott","family":"Swensen","sequence":"additional","affiliation":[{"name":"Stanford University 439 Panama Mall Stanford CA 94305"}]},{"given":"Cristian","family":"Acevedo","sequence":"additional","affiliation":[{"name":"Stanford University 439 Panama Mall Stanford CA 94305"}]}],"member":"311","published-online":{"date-parts":[[2016,11]]},"reference":[{"key":"e_1_2_11_2_1","volume-title":"Seismic Rehabilitation of Existing Buildings (ASCE\/SEI 41\u201006)","author":"ASCE\/SEI Seismic Rehabilitation Standards Committee","year":"2007"},{"key":"e_1_2_11_3_1","unstructured":"American Society of Civil Engineers (ASCE) 2010.Minimum Design Loads for Buildings and Other Structures ASCE7\u201010 Reston VA."},{"key":"e_1_2_11_4_1","unstructured":"American Wood Council (AWC) 2014.Special Design Provisions for Wind and Seismic 2015 Edition. 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