{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,31]],"date-time":"2026-01-31T17:17:11Z","timestamp":1769879831559,"version":"3.49.0"},"reference-count":23,"publisher":"Wiley","issue":"1","license":[{"start":{"date-parts":[[2018,9,25]],"date-time":"2018-09-25T00:00:00Z","timestamp":1537833600000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"funder":[{"name":"Erasmus Mundus Action 2","award":["2014-0848\/001-001"],"award-info":[{"award-number":["2014-0848\/001-001"]}]}],"content-domain":{"domain":["onlinelibrary.wiley.com"],"crossmark-restriction":true},"short-container-title":["Structural Concrete"],"published-print":{"date-parts":[[2019,2]]},"abstract":"<jats:p>The results of a series of experiments on four reinforced concrete flat slab specimens with shear studs and a control specimen without any shear reinforcement are presented. The specimens were tested under constant gravity loads and reversed horizontal cyclic displacements. The main test variables were the applied gravity load and the number of perimeters of studs. One of the specimens was tested in two phases to study the postearthquake behavior. Results showed a considerable improvement of the deformation capacity of specimens with studs compared to the reference specimen. In agreement with previous research, increasing the applied gravity shear ratio resulted in a lower experimental drift capacity. It is shown that a better explanation of the observed ultimate drifts can be made by considering also the flexural capacity and the extent of shear reinforcement. The specimen tested in two phases exhibited considerable residual capacity, even after severe horizontal loading.<\/jats:p>","DOI":"10.1002\/suco.201800128","type":"journal-article","created":{"date-parts":[[2018,9,26]],"date-time":"2018-09-26T06:10:39Z","timestamp":1537942239000},"page":"330-347","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":32,"title":["Reversed horizontal cyclic loading tests of flat slab specimens with studs as shear reinforcement"],"prefix":"10.1002","volume":"20","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-6495-8715","authenticated-orcid":false,"given":"Brisid","family":"Isufi","sequence":"first","affiliation":[{"name":"Department of Civil Engineering, Faculty of Science and Technology Universidade NOVA de Lisboa  Caparica Portugal"}]},{"given":"Ant\u00f3nio","family":"Pinho Ramos","sequence":"additional","affiliation":[{"name":"CERIS, ICIST, Department of Civil Engineering, Faculty of Science and Technology Universidade NOVA de Lisboa  Caparica Portugal"}]},{"given":"V\u00e1lter","family":"L\u00facio","sequence":"additional","affiliation":[{"name":"CERIS, Department of Civil Engineering, Faculty of Science and Technology Universidade NOVA de Lisboa  Caparica Portugal"}]}],"member":"311","published-online":{"date-parts":[[2018,9,25]]},"reference":[{"issue":"5","key":"e_1_2_8_2_1","first-page":"657","article-title":"Headed studs in concrete: State of the art","volume":"102","author":"Ghali A","year":"2005","journal-title":"ACI Struct J"},{"issue":"2","key":"e_1_2_8_3_1","first-page":"363","article-title":"Punching of reinforced concrete flat slabs with double\u2010headed shear reinforcement","volume":"111","author":"Ferreira MP","year":"2014","journal-title":"ACI Struct J"},{"key":"e_1_2_8_4_1","doi-asserted-by":"publisher","DOI":"10.14359\/51689434"},{"issue":"6","key":"e_1_2_8_5_1","first-page":"889","article-title":"Experimental investigation on punching strength and deformation capacity of shear\u2010reinforced slabs","volume":"109","author":"Lips S","year":"2012","journal-title":"ACI Struct J"},{"issue":"6","key":"e_1_2_8_6_1","first-page":"712","article-title":"Flat plates in seismic areas: Comparison of shear reinforcement systems","volume":"104","author":"Broms CE","year":"2007","journal-title":"ACI Struct J"},{"key":"e_1_2_8_7_1","unstructured":"BrownSJ. Seismic response of slab column connections [PhD thesis]. Calgary Alberta Canada: University of Calgary;2003."},{"key":"e_1_2_8_8_1","unstructured":"CaoH. Seismic design of slab\u2010column connections [master thesis]. 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