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Publications associées (4)

Performance limits of brick masonry spandrels

Spandrel elements in unreinforced brick masonry buildings with timber floors consist of a masonry spandrel supported by either a timber lintel or a masonry arch. When subjected to seismic loading, the force-deformation relationship of such spandrel element ...

2013

Quasi-static cyclic tests on masonry spandrels

Katrin Beyer, Alessandro Dazio

This paper presents the results of an experimental campaign on masonry spandrels. Within this campaign four masonry spandrels were subjected to quasi-static cyclic loading. Two different spandrel configurations were tested. The first configuration comprise ...

Earthquake Engineering Research Inst2012

Peak and residual strengths of brick masonry spandrels

Katrin Beyer

Unreinforced masonry (URM) walls comprise vertical piers and horizontal spandrels, which together form the lateral load resisting system. Whereas past research yielded significant advances in the understanding of the force-deformation characteristics of ma ...

Elsevier2012

Seismic behaviour of different types of masonry spandrels

Katrin Beyer, Alessandro Dazio

Most residential buildings that were constructed during the last century in Switzerland are 2-6 storey unreinforced masonry (URM) structures. At the beginning of the century, houses were constructed with timber floors and small bricks. This type of constru ...

2010

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