Numerical investigations on the seismic response of masonry building aggregates

Advanced Materials Research

Volumn 133-134, Issue , 2010, Pages 715-720

  Senaldi, Ilaria ^a   Magenes, Guido ^b   Penna, Andrea ^c  

^a SCUOLA UNIVERSITARIA SUPERIORE IUSS PAVIA   (Italy)

^b UNIVERSITY OF PAVIA   (Italy)

^c European Centre for Training and Research in Earthquake Engineering   (Italy)

Author keywords

Building aggregate; Masonry; Response; Row conglomeration

Indexed keywords

MASONRY; MASONRY BUILDING; NON-LINEAR DYNAMIC ANALYSIS; NUMERICAL INVESTIGATIONS; RESPONSE; ROW CONGLOMERATION; STRUCTURAL UNIT; WORK FOCUS;

AGGREGATES; MASONRY CONSTRUCTION; MASONRY MATERIALS; RETROFITTING; SEISMIC RESPONSE;

STRUCTURAL ANALYSIS;

EID: 78650919369     PISSN: 10226680     EISSN: None     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/AMR.133-134.715     Document Type: Conference Paper

References (5)

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2. Carocci, C F (2009). "Seismic vulnerability of buildings aggregates in historical centres," ReLUIS 2005-2008 Research Project No. 1: Assessment and reduction of the vulnerability of masonry buildings, Report of the third year.
3. Dall'Ara, A, Lai, CG, and Strobbia, C (2006). "Selection of spectrum compatible real accelerograms for seismic response analyses of soil deposits," in Proceedings of the 1st European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, Paper No. 1240.
4. Galasco, A, Lagomarsino, S, and Penna, A (2006). "TREMURI Program: Seismic Analyzer of 3D Masonry Buildings," University of Genova, Italy.
5. NTC08 (2008). Decreto Ministeriale 14 Gennaio 2008 "Norme tecniche per le costruzioni," G.U. n.29 del 24-02-2008.