Assessment of masonry structures subjected to foundation settlements using rigid block limit analysis

•A modelling approach to foundation settlements using rigid block limit analysis is presented.•Non-associative friction is taken into account by iterative solution of a SOCP problem to save CPU time.•Experimental tests were carried out for validation.•Good agreement with verification examples and ex...

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Vydáno v:	Engineering structures Ročník 113; s. 347 - 361
Hlavní autoři:	Portioli, Francesco, Cascini, Lucrezia
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Elsevier Ltd 15.04.2016
Témata:	Limit analysis Masonry structures Non-associative friction Quadratic programming Rigid blocks Settlement Three-dimensional modelling Settlement Three-dimensional modelling Masonry structures Limit analysis Non-associative friction Rigid blocks Quadratic programming
ISSN:	0141-0296, 1873-7323
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