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Although some design codes include recommendations for squat thin walls in low\u2010rise constructions, its seismic performance has not been validated adequately in past earthquakes. This article presents the results of an experimental campaign of nine full\u2010scale specimens conducted to characterize the influence of the steel type, the reinforcement ratio, and the wall thickness on the seismic behavior of squat thin RC walls with single layer reinforcement. Both welded wire and deformed bars were used as web reinforcement. Experimental results are used to develop nonlinear models to assess the seismic behavior of a prototype two\u2010story house with welded wire reinforcement and deformed bars by means of incremental dynamic analyses. The experimental results show that the type of steel has the largest influence on wall seismic performance. The numerical results suggest that RC walls with single layer reinforcement are suitable for housing applications up to two stories in high seismicity regions, particularly walls detailed with deformed bars.<\/jats:p>","DOI":"10.1177\/8755293020906841","type":"journal-article","created":{"date-parts":[[2020,3,11]],"date-time":"2020-03-11T06:38:22Z","timestamp":1583908702000},"page":"1074-1095","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":27,"title":["Seismic performance of squat thin reinforced concrete walls for low\u2010rise constructions"],"prefix":"10.1002","volume":"36","author":[{"given":"Mat\u00edas A","family":"Hube","sequence":"first","affiliation":[{"name":"Department of Structural and Geotechnical Engineering Pontificia Universidad Cat\u00f3lica de Chile Santiago Chile"},{"name":"Research Center for Integrated Disaster Risk Management (CIGIDEN) CONICYT\/FONDAP\/15110017 Santiago Chile"}]},{"given":"Hern\u00e1n Santa","family":"Mar\u00eda","sequence":"additional","affiliation":[{"name":"Department of Structural and Geotechnical Engineering Pontificia Universidad Cat\u00f3lica de Chile Santiago Chile"},{"name":"Research Center for Integrated Disaster Risk Management (CIGIDEN) CONICYT\/FONDAP\/15110017 Santiago Chile"}]},{"given":"Orlando","family":"Arroyo","sequence":"additional","affiliation":[{"name":"Faculty of Engineering Universidad de La Sabana Ch\u00eda Colombia"}]},{"given":"Alvaro","family":"Vargas","sequence":"additional","affiliation":[{"name":"Department of Structural and Geotechnical Engineering Pontificia Universidad Cat\u00f3lica de Chile Santiago Chile"}]},{"given":"Javier","family":"Almeida","sequence":"additional","affiliation":[{"name":"Faculty of Architecture and Urbanism Universidad UTE Quito Ecuador"}]},{"given":"Mauricio","family":"L\u00f3pez","sequence":"additional","affiliation":[{"name":"Department of Construction Engineering and Management Pontificia Universidad Cat\u00f3lica de Chile Santiago Chile"},{"name":"Center for Sustainable Urban Development (CEDEUS) CONICYT\/FONDAP\/15110020 Santiago Chile"}]}],"member":"311","published-online":{"date-parts":[[2020,8]]},"reference":[{"key":"e_1_2_10_2_1","unstructured":"AlmeidaFJ(2016)Experimental analysis of thin reinforced concrete walls for low\u2010rise housing. 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