Partial resistance factors of class 4 steel elements | Zendy

M. Giżejowski | Zendy; Z. Stachura | Zendy

AI Assistant Blog Pricing

Home ZAIA Blog

Open Access

Partial resistance factors of class 4 steel elements

Author(s) -

M. Giżejowski,

Z. Stachura

Publication year - 2014

Publication title -

budownictwo i architektura

Language(s) - English

Resource type - Journals

eISSN - 1899-0665

pISSN - 2544-3275

DOI - 10.35784/bud-arch.1824

Subject(s) - buckling , bending , structural engineering , instability , class (philosophy) , resistance (ecology) , reduction (mathematics) , compression (physics) , stability (learning theory) , materials science , mathematics , engineering , composite material , computer science , mechanics , physics , geometry , ecology , artificial intelligence , biology , machine learning

Problems related to partial resistance factors of class 4 steel elements are dealt with. Detailed procedures for the calculation of local stability resistance reduction factors are presented. Local instability approaches are utilized for the resistance assessment of elements subjected to buckling in compression and lateral buckling in bending.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.

Having issues? You can contact us here

Accelerating Research