Application of the arc-length method for the stability analysis of solid unreinforced masonry walls under lateral loads

The stability behavior of slender unreinforced masonry members (URM) under out-of-plane lateral loads in proportion to the axial load is investigated, using a finite element model developed previously [Lu M, Schultz AE, Stolarski HK. Analysis of the influence of tensile strength on the stability of...

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Veröffentlicht in:	Engineering structures 2005-05, Vol.27 (6), p.909-919
Hauptverfasser:	Lu, Mu, Schultz, Arturo E., Stolarski, Henryk K.
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Building structure Buildings. Public works Computation methods. Tables. Charts Construction (buildings and works) Exact sciences and technology Force–moment interaction Masonry structure Out-of-plane stability Slenderness ratio Structural analysis. Stresses Unreinforced masonry
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