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The intention is to reach a conclusion about the level of safety that offshore and construction standards provide regarding the design of tubular circular elements. To this end, the bearing capacity obtained with ISO 19902 and Eurocode 3 (which does not contain specific provisions for offshore structures) parts 1\u20101 and 1\u20106 will be compared in a broad parametric study. Subsequently, the accuracy and level of safety that ISO and EC3 assume are assessed through numerical analysis using the ABAQUS software. The performance of a set of steel circular tubular elements is evaluated under axial compression and hydrostatic pressure. Finally, the interaction between axial compression and hydrostatic pressure is also analysed.<\/jats:p>","DOI":"10.1002\/stco.201610031","type":"journal-article","created":{"date-parts":[[2016,11,16]],"date-time":"2016-11-16T20:11:41Z","timestamp":1479327101000},"page":"266-278","source":"Crossref","is-referenced-by-count":1,"title":["Comparative assessment of the design of tubular elements according to offshore design standards and Eurocode 3"],"prefix":"10.1002","volume":"9","author":[{"given":"Tiago","family":"Manco","sequence":"first","affiliation":[{"name":"ISISE, Civil Engineering Department University of Coimbra  Rua Lu\u00eds Reis Santos \u2013 P\u00f3lo II 3030\u2010788 Coimbra Portugal"}]},{"given":"Maria Constan\u00e7a","family":"Rigueiro","sequence":"additional","affiliation":[{"name":"ISISE, Civil Engineering Department Polytechnic Institute of Castelo Branco  Av. Pedro \u00c1lvares Cabral 12 6000\u2010084 Castelo Branco Portugal"}]},{"given":"Jo\u00e3o Pedro","family":"Martins","sequence":"additional","affiliation":[{"name":"ISISE, Civil Engineering Department University of Coimbra  Rua Lu\u00eds Reis Santos \u2013 P\u00f3lo II 3030\u2010788 Coimbra Portugal"}]},{"given":"Lu\u00eds Sim\u00f5es","family":"da Silva","sequence":"additional","affiliation":[{"name":"ISISE, Civil Engineering Department University of Coimbra  Rua Lu\u00eds Reis Santos \u2013 P\u00f3lo II 3030\u2010788 Coimbra Portugal"}]}],"member":"311","published-online":{"date-parts":[[2016,11,11]]},"reference":[{"key":"e_1_2_1_2_1","unstructured":"Idrus A. Potty N. Nizamani Z.:Tubular strength comparison of offshore jacket structures under API RP2A and ISO 19902.Perak Malaysia 2010."},{"key":"e_1_2_1_3_1","unstructured":"HSE: Comparison of tubular member strength provisions in codes and standards. 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