Masonry infilled r.c. frames: Implementation and experimental verification of models for nonlinear analysis okumak kayıt olmadan

Masonry infilled r.c. frames: Implementation and experimental verification of models for nonlinear analysis

Mühendislik

The effects of infill panels on the response of r.c. frames subjected to seismic action are widely recognised and numerous experimental investigations as well as several analytical models have been developed on this subject. In this work, referring to specific materials and structures commonly used in Europe, experimental tests performed on bricks, mortar, single and double infill walls and finally on bare and infilled r.c. portals are described and discussed. Together with the experimental activity, the implementation of simple non linear models for masonry panels of infilled frames are described. The accuracy of a numerical model has been assessed through comparison with experimental results obtained form cyclic tests on r.c. frame specimens. The numerical model has been applied on multy-storey r.c. frames with different infill configurations. This work won the 7th edition of the "Brunello Sarno" prize.

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18,9 x 0,4 x 24,6 cm 18,9 x 0,5 x 24,6 cm 3 Ocak 2017 ERWIN N GRISWOLD Kolektif Mdpi AG Additional Contributors 28 Ekim 2011 29 Ekim 2011 WADE H MCCREE 30 Ekim 2011 18,9 x 0,3 x 24,6 cm 28 Şubat 2018 18,9 x 0,2 x 24,6 cm 1 Ocak 2017 ROBERT H BORK 18,9 x 0,6 x 24,6 cm 15 x 0,5 x 22 cm

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