Initial bow imperfections e₀ for the verification of Flexural Buckling According to Eurocode 3 Part 1‐1 – additional considerations

Publisher： John Wiley & Sons Inc

E-ISSN： 1867-0539|11|1|30-41

ISSN： 1867-0520

Source： STEEL CONSTRUCTION - DESIGN AND RESEARCH, Vol.11, Iss.1, 2018-02, pp. : 30-41

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Simplified criteria and economic design for king piles in combined steel pile walls according to Eurocode 3, part 1‐1

STEEL CONSTRUCTION - DESIGN AND RESEARCH, Vol. 8, Iss. 2, 2015-05 ,pp. : 122-132

John Wiley & Sons Inc

Access to resources Recommend Favorite

Verification of deflection according to Eurocode 2

STRUCTURAL CONCRETE, Vol. 18, Iss. 6, 2017-12 ,pp. : 839-849

John Wiley & Sons Inc

Access to resources Recommend Favorite

Post-Buckling Range of Plates in Axial Compression with Uncertain Initial Geometric Imperfections

By Hlavacek I.

Applications of Mathematics, Vol. 47, Iss. 1, 2002-01 ,pp. : 25-44

Springer Publishing Company

Access to resources Recommend Favorite

Dynamic elastic buckling of a slender beam with geometric imperfections subject to an axial impulse

By Kenny S. Pegg N. Taheri F.

Finite Elements in Analysis and Design, Vol. 35, Iss. 3, 2000-06 ,pp. : 227-246

Elsevier

Access to resources Recommend Favorite

Lateral torsional buckling design imperfections for use in non‐linear FEA

STEEL CONSTRUCTION - DESIGN AND RESEARCH, Vol. 11, Iss. 1, 2018-02 ,pp. : 49-56

John Wiley & Sons Inc

Access to resources Recommend Favorite