Design of circular steel arches with hollow circular cross-sections according to EC3

C. A. Dimopoulos, C. J. Gantes

Research output: Contribution to journalArticle

8 Citations (Scopus)

Abstract

Design of either pin-ended or fixed circular steel arches with hollow circular cross-sections subjected to a uniformly distributed vertical load along the horizontal projection of the entire arch with the aid of the EC3 provisions is discussed. Appropriate modification factors are proposed that should be included in EC3 interaction equations, to improve their accuracy for the design of such arches.

Original languageEnglish
Pages (from-to)1077-1085
Number of pages9
JournalJournal of Constructional Steel Research
Volume64
Issue number10
DOIs
Publication statusPublished - 1 Oct 2008

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