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

C. A. Dimopoulos; C. J. Gantes

doi:10.1016/j.jcsr.2007.09.009

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

C. A. Dimopoulos
, C. J. Gantes

SCEDT Engineering

Research output: Contribution to journal › Article › peer-review

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 language	English
Pages (from-to)	1077-1085
Number of pages	9
Journal	Journal of Constructional Steel Research
Volume	64
Issue number	10
DOIs	https://doi.org/10.1016/j.jcsr.2007.09.009
Publication status	Published - 1 Oct 2008

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10.1016/j.jcsr.2007.09.009

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title = "Design of circular steel arches with hollow circular cross-sections according to EC3",

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.",

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AU - Dimopoulos, C. A.

AU - Gantes, C. J.

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N2 - 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.

AB - 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.

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U2 - 10.1016/j.jcsr.2007.09.009

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AN - SCOPUS:46849094945

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SP - 1077

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JO - Journal of Constructional Steel Research

JF - Journal of Constructional Steel Research

IS - 10

ER -

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

Abstract

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