{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,9,26]],"date-time":"2025-09-26T04:47:29Z","timestamp":1758862049627,"version":"3.40.5"},"reference-count":45,"publisher":"Wiley","issue":"2","license":[{"start":{"date-parts":[[2020,9,10]],"date-time":"2020-09-10T00:00:00Z","timestamp":1599696000000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"content-domain":{"domain":["onlinelibrary.wiley.com"],"crossmark-restriction":true},"short-container-title":["Structural Concrete"],"published-print":{"date-parts":[[2021,4]]},"abstract":"<jats:title>Abstract<\/jats:title><jats:p>This paper analyses the performance of the experimental setups to assess the punching strength of slab\u2010column connections in continuous flat slabs under vertical and horizontal loading. In the last years, several experimental campaigns have been performed to investigate the punching strength of slab\u2010column connections, but most of the experimental tests concerned isolated slab\u2010column connections. Among the few setups aimed at reproducing the eccentric punching failure in continuous flat slabs, the setup developed at the NOVA School of Science and Technology in Lisbon is considered in this paper. The performance of the Lisbon setup is assessed through nonlinear finite element analyses, calibrated on experimental data, by comparison with numerical results of a theoretical continuous setup. Then, the performance of the isolated setups, used in many researches and at the base of some international codes, is also evaluated through the same finite element model. Numerical analyses highlight that the setup developed in Lisbon could provide reliable ultimate rotations of continuous flat slab connections, but it underestimates the punching strength. Despite isolated setups lead to similar results when compared with the Lisbon setup, the latter seems to provide a better representation of a continuous slab\u2010column connection. The numerical analyses presented in this paper have been performed assuming monotonic lateral loading.<\/jats:p>","DOI":"10.1002\/suco.202000267","type":"journal-article","created":{"date-parts":[[2020,9,27]],"date-time":"2020-09-27T08:03:45Z","timestamp":1601193825000},"page":"1183-1204","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":5,"title":["Eccentric punching strength of continuous flat slabs\u2014Analysis of different experimental setups"],"prefix":"10.1002","volume":"22","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-5958-304X","authenticated-orcid":false,"given":"Lorenzo","family":"Secci","sequence":"first","affiliation":[{"name":"School of Engineering University of Florence  Florence Italy"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-1177-1260","authenticated-orcid":false,"given":"Massimo","family":"Lapi","sequence":"additional","affiliation":[{"name":"Department of Civil and Environmental Engineering (DICEA) University of Florence  Florence Italy"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-2131-1986","authenticated-orcid":false,"given":"Emanuele","family":"Teoni","sequence":"additional","affiliation":[{"name":"School of Engineering University of Florence  Florence Italy"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-9496-4991","authenticated-orcid":false,"given":"Antonio","family":"Pinho Ramos","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering CERIS, ICIST, NOVA School of Science and Technology  Caparica Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-3277-3852","authenticated-orcid":false,"given":"Maurizio","family":"Orlando","sequence":"additional","affiliation":[{"name":"Department of Civil and Environmental Engineering (DICEA) University of Florence  Florence Italy"}]}],"member":"311","published-online":{"date-parts":[[2020,9,10]]},"reference":[{"key":"e_1_2_10_2_1","doi-asserted-by":"publisher","DOI":"10.1680\/jmacr.17.00037"},{"key":"e_1_2_10_3_1","unstructured":"LapiM OrlandoM SpinelliP andRamosA.Static and SEISMIC behaviour of r\/c slabs with openings adjacent to columns. 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