{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,10,23]],"date-time":"2025-10-23T20:48:26Z","timestamp":1761252506587},"reference-count":14,"publisher":"World Scientific Pub Co Pte Lt","issue":"02","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Int. J. Str. Stab. Dyn."],"published-print":{"date-parts":[[2007,6]]},"abstract":"<jats:p> This paper presents the incorporation of shear deformation effects into a Generalized Beam Theory (GBT) developed to analyze the structural behavior of composite thin-walled columns made of laminated plates and displaying arbitrary orthotropy. Unlike other existing beam theories, the present GBT formulation incorporates in a unified fashion (i) elastic coupling effects, (ii) warping effects, (iii) cross-section in-plane deformation and (iv) shear deformation. The main concepts and procedures involved in the available GBT are adapted\/modified to account for the specific aspects related to the member shear deformation. In particular, the GBT fundamental equilibrium equations are presented and their terms are physically interpreted. An I-section is used to illustrate the performance of GBT cross-section analysis and the mechanical properties are explained in detail. With the purpose of solving the GBT system of differential equilibrium equations, a finite element formulation is briefly presented. Finally, in order to clarify the concepts involved in the formulated GBT and illustrate its application and capabilities, the linear (first-order) and stability behavior of three composite I-section members displaying non-aligned orthotropy are analyzed and the results obtained are thoroughly discussed and compared with estimates available in the literature. <\/jats:p>","DOI":"10.1142\/s0219455407002307","type":"journal-article","created":{"date-parts":[[2007,6,20]],"date-time":"2007-06-20T11:14:31Z","timestamp":1182338071000},"page":"243-272","source":"Crossref","is-referenced-by-count":21,"title":["ON THE INFLUENCE OF MATERIAL COUPLINGS ON THE LINEAR AND BUCKLING BEHAVIOR OF I-SECTION COMPOSITE COLUMNS"],"prefix":"10.1142","volume":"07","author":[{"given":"N. FREITAS","family":"SILVA","sequence":"first","affiliation":[{"name":"Department of Civil Engineering and Architecture, ICIST\/IST, Technical University of Lisbon, Av. Rovisco Pais, 1049-001 Lisboa, Portugal"}]},{"given":"N.","family":"SILVESTRE","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering and Architecture, ICIST\/IST, Technical University of Lisbon, Av. Rovisco Pais, 1049-001 Lisboa, Portugal"}]}],"member":"219","published-online":{"date-parts":[[2011,11,21]]},"reference":[{"key":"rf1","doi-asserted-by":"publisher","DOI":"10.1007\/978-3-642-52330-4"},{"key":"rf2","doi-asserted-by":"publisher","DOI":"10.1016\/S0263-8231(02)00025-3"},{"key":"rf3","doi-asserted-by":"publisher","DOI":"10.1016\/S0263-8231(02)00026-5"},{"key":"rf4","doi-asserted-by":"publisher","DOI":"10.1016\/S0045-7949(03)00209-8"},{"key":"rf5","doi-asserted-by":"publisher","DOI":"10.2514\/3.10860"},{"key":"rf6","doi-asserted-by":"publisher","DOI":"10.1142\/S0219455403001002"},{"key":"rf8","volume-title":"Dynamics of Plated Stuctures: Analysis and Design","author":"Camotim D.","year":"2006"},{"key":"rf9","doi-asserted-by":"publisher","DOI":"10.1016\/j.tws.2005.09.005"},{"key":"rf10","doi-asserted-by":"publisher","DOI":"10.1016\/0020-7683(84)90039-8"},{"key":"rf11","unstructured":"N.\u00a0Silvestre and D.\u00a0Camotim, Thin-Walled Structures: Advances in Research, Design and Manufacturing Technology (ICTWS 2004), ed. J.\u00a0Loughlan (Institute of Physics Publishing, Bristol, 2004)\u00a0pp. 659\u2013668."},{"key":"rf13","doi-asserted-by":"publisher","DOI":"10.2514\/2.242"},{"key":"rf14","doi-asserted-by":"publisher","DOI":"10.1016\/S0263-8223(02)00318-5"},{"key":"rf16","doi-asserted-by":"publisher","DOI":"10.1142\/S0219455405001714"},{"key":"rf17","author":"Kim N.-I.","journal-title":"Eng. Struct."}],"container-title":["International Journal of Structural Stability and Dynamics"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.worldscientific.com\/doi\/pdf\/10.1142\/S0219455407002307","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2019,8,7]],"date-time":"2019-08-07T01:41:57Z","timestamp":1565142117000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.worldscientific.com\/doi\/abs\/10.1142\/S0219455407002307"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2007,6]]},"references-count":14,"journal-issue":{"issue":"02","published-online":{"date-parts":[[2011,11,21]]},"published-print":{"date-parts":[[2007,6]]}},"alternative-id":["10.1142\/S0219455407002307"],"URL":"https:\/\/doi.org\/10.1142\/s0219455407002307","relation":{},"ISSN":["0219-4554","1793-6764"],"issn-type":[{"value":"0219-4554","type":"print"},{"value":"1793-6764","type":"electronic"}],"subject":[],"published":{"date-parts":[[2007,6]]}}}