{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,29]],"date-time":"2026-04-29T04:55:24Z","timestamp":1777438524396,"version":"3.51.4"},"reference-count":53,"publisher":"SAGE Publications","issue":"2","license":[{"start":{"date-parts":[[2017,7,17]],"date-time":"2017-07-17T00:00:00Z","timestamp":1500249600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/journals.sagepub.com\/page\/policies\/text-and-data-mining-license"}],"content-domain":{"domain":["journals.sagepub.com"],"crossmark-restriction":true},"short-container-title":["Advances in Structural Engineering"],"published-print":{"date-parts":[[2018,1]]},"abstract":"<jats:p>During the last years, some experimental efforts were conducted in order to evaluate the in-plane cyclic behaviour of infilled reinforced concrete frames considering and not openings. From the experiments, it was observed that the openings reduced infill panels\u2019 stiffness, strength and energy dissipation capacity. In the literature, there are different numerical approaches to predict the infill panels expected behaviour with and\/or without openings when subjected to in-plane demands. The experimental data are of full importance to calibrate the numerical models and evaluate their accuracy. A good calibration of the numerical models could result on a better and accurate safety assessment of the existing buildings and designing of the new ones. The main aim of this article is to evaluate the capacity of a simplified double strut model to represent the cyclic behaviour of infilled reinforced concrete frames with and without openings using the software OpenSees. The five infilled reinforced concrete frames tested by different authors and with different configurations will be simulated. Details from each specimen modelling will be provided along the article, and the accuracy of this numerical modelling approach will be evaluated in terms of force\u2013displacement hysteretic curves. Additionally, a state-of-art review regarding the in-plane tests will be presented containing the main characteristics of the specimens and conclusions performed by each author.<\/jats:p>","DOI":"10.1177\/1369433217713923","type":"journal-article","created":{"date-parts":[[2017,7,20]],"date-time":"2017-07-20T11:41:36Z","timestamp":1500550896000},"page":"157-170","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":23,"title":["Calibration of a simplified macro-model for infilled frames with openings"],"prefix":"10.1177","volume":"21","author":[{"given":"Andr\u00e9","family":"Furtado","sequence":"first","affiliation":[{"name":"CONSTRUCT, Faculty of Engineering, University of Porto, Porto, Portugal"}]},{"given":"Hugo","family":"Rodrigues","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering and RISCO, School of Technology and Management, Polytechnic Institute of Leiria, Leiria, Portugal"}]},{"given":"Ant\u00f3nio","family":"Ar\u00eade","sequence":"additional","affiliation":[{"name":"CONSTRUCT, Faculty of Engineering, University of Porto, Porto, Portugal"}]}],"member":"179","published-online":{"date-parts":[[2017,7,17]]},"reference":[{"key":"bibr1-1369433217713923","volume-title":"The structural behaviour of masonry infill panels in framed structures","author":"Abdul-Kadir MR","year":"1974"},{"key":"bibr2-1369433217713923","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2006.05.011"},{"key":"bibr3-1369433217713923","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)ST.1943-541X.0000384"},{"key":"bibr4-1369433217713923","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2013.08.010"},{"key":"bibr5-1369433217713923","first-page":"199","volume-title":"ACI fall 2009 convention","author":"Blackard B","year":"2009"},{"key":"bibr6-1369433217713923","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9445(1999)125:6(578)"},{"key":"bibr7-1369433217713923","doi-asserted-by":"publisher","DOI":"10.1080\/13632460109350390"},{"key":"bibr8-1369433217713923","volume-title":"Proceedings 6th Portuguese congress on seismology and earthquake engineering","author":"Calvi G","year":"2004"},{"key":"bibr9-1369433217713923","doi-asserted-by":"publisher","DOI":"10.1139\/l89-129"},{"key":"bibr10-1369433217713923","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2008.01.001"},{"key":"bibr11-1369433217713923","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9445(2004)130:9(1343)"},{"key":"bibr12-1369433217713923","unstructured":"European Committee for Standardization (CEN) (2004) Eurocode 2: Design of Concrete Structures \u2013 Part 1-1: General Rules and Rules for Buildings (ed CEN). 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