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Second-order Direct Analysis of Steel Structures made of tapered members

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Second-order Direct Analysis of Steel Structures made of tapered members

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dc.contributor.author Chan, Siu-lai es_ES
dc.contributor.author Liu, SW es_ES
dc.contributor.author Liu, YP es_ES
dc.date.accessioned 2018-09-25T07:25:42Z
dc.date.available 2018-09-25T07:25:42Z
dc.date.issued 2018-06-05
dc.identifier.isbn 9788490486016
dc.identifier.uri http://hdl.handle.net/10251/108075
dc.description.abstract [EN] Mild steel hot-rolled sections are commonly prismatic because of the rolling process with a furnace, but welded sections made from steel plates do not have such a constraint, especially when robotic welding machines are used. The weight saving could be very significant by, say, using wide flanged section at mid-span and a small flanged section at ends of a simply supported beam. However, design codes do not provide formulae for buckling check of tapered members. This paper proposes a code-free second-order direct analysis for stabilty design of steel frames made of tapered members. The design is further applied to a single layered mega space frame of 136m span. In the whole design process based on the concept of Second-order Direct Analysis, no uncertain effective length and independent member buckling checking are required. es_ES
dc.description.sponsorship The authors are grateful to the financial supports by the Research Grant Council of the Hong Kong SAR Government on the project “Second-Order Analysis of Shallow Dome Structures Made of Tapering Members (PolyU 152047/17E)” and Second-Order Analysis of Flexible Steel Cable Nets Supporting Debris (PolyU 152008/15E)” and support by Innovation and Technology Fund of the Hong Kong SAR Government for the project “Development of an energy absorbing device for flexible rock-fall barriers (ITS/059/16FP)” and by the Hong Kong Branch of Chinese National Engineering Research Centre for Steel Construction of The Innovation and Technology Fund of the Hong Kong SAR Government for the project Advanced Numerical Analysis for Building Structures using High Performance Steel Materials". es_ES
dc.format.extent 8 es_ES
dc.language Inglés es_ES
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation RGC/PolyU 152047/17E es_ES
dc.relation RGC/PolyU 152008/15E es_ES
dc.relation ITF/ITS/059/16FP es_ES
dc.relation.ispartof Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018 es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Tapered members es_ES
dc.subject Stability design es_ES
dc.subject Buckling es_ES
dc.subject Steel frames es_ES
dc.title Second-order Direct Analysis of Steel Structures made of tapered members es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/ASCCS2018.2018.7221
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Chan, S.; Liu, S.; Liu, Y. (2018). Second-order Direct Analysis of Steel Structures made of tapered members. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 75-82. https://doi.org/10.4995/ASCCS2018.2018.7221 es_ES
dc.description.accrualMethod OCS es_ES
dc.relation.conferencename 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018 es_ES
dc.relation.conferencedate Junio 27-29,2018 es_ES
dc.relation.conferenceplace Valencia, Spain es_ES
dc.relation.publisherversion http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7221 es_ES
dc.description.upvformatpinicio 75 es_ES
dc.description.upvformatpfin 82 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\7221 es_ES
dc.contributor.funder Research Grant Council, Hong Kong es_ES
dc.contributor.funder Innovation and Technology Fund, Hong Kong es_ES


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