Traditional and innovative techniques for the seismic strengthening of barrel vaulted structures subjected to rocking of the abutments

Improving the Seismic Performance of Existing Buildings and Other Structures - Proc. 2009 ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures

Volumn , Issue , 2009, Pages 1329-1340

  Ferrario, Luca ^a   Marini, Alessandra ^b   Riva, Paolo ^a   Giuriani, Ezio ^b  

^a UNIVERSITY OF BERGAMO   (Italy)

^b UNIVERSITY OF BRESCIA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL MODEL; FULL SCALE; GLASS FIBER MESHES; HORIZONTAL FORCES; HORIZONTAL LOADING; INNOVATIVE SOLUTIONS; NUMERICAL STUDIES; SEISMIC STRENGTHENING; SEISMIC VULNERABILITY; SPANDREL WALLS; STRENGTHENING TECHNIQUE; STRUCTURAL RESPONSE; STRUCTURAL SYSTEMS; TRADITIONAL TECHNIQUES;

ABUTMENTS (BRIDGE); CONCRETE BLOCKS; CONCRETE SLABS; FOUNDATIONS; GLASS FIBERS; MASONRY MATERIALS; SEISMIC WAVES; SEISMOLOGY; STREAM FLOW; STRENGTHENING (METAL);

SEISMIC DESIGN;

EID: 77950829926     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41084(364)122     Document Type: Conference Paper

References (9)

1. Abruzzese, D. and Lanni, G. (1999). "Some developments on the lateral strength of historical reinforced vaulted buildings". In Structural Studies, Repairs and Mainteinance of historical buildings, VI International Conference, STREMA, Brebbia and Jager Ed., Dresda.
2. Como, M., Lanni, G. and Sacco, E. (1991). "Sul calcolo delle catene di rinforzo negli edifici in muratura soggetti ad azione sismica". VII convegno nazionale L'ingegneria sismica in Italia, ANIDIS, Palermo. In Italian.
3. Curti, E., Lemme, A., Podestá, S. and Risemini, S. (2006). "Criteri di verifica per la progettazione di interventi di miglioramento sismico di edifici monumentali". Ingegneria Sismica, Year XXIII, n. 1 January-April. In Italian.
4. Giuriani, E., Marini, A., Porteri C. and Preti, M. (2009). "Seismic vulnerability of churches associated to transverse arch rocking". International Journal of Architectural Heritage, vol. 3.
5. Lagomarsino S., Podestá S., Risemini S., Curti E. & Parodi S. 2004, 'Mechanical models for the seismic vulnerability assessment of churches'. In Structural analysis of historical construction, Proc. of IV Int. Seminar SAHC, Padova, Italy, A.A. Balkema, London (UK), vol 2, pp. 1091-1101.
6. Lourenço, P.B. (1994). "Analysis of masonry structures with interface elements". TNO Building and Construction Research, report no. 94-NM-R0762
7. Lofti, H.R. , Shing, P.B. (1994). "Interface model applied to fracture masonry structures". Journal of Structural Engineering, Vol. 120 no1, ASCE
8. O'Dwyer D. (1999). "Funicular analysis of masonry vaults". Computers & Structures, 73: 187-197.
9. Ferrario, L., Marini, A., Riva, P., Giuriani, E. (2009). "Tecniche di Rinforzo per strutture voltate in muratura soggette ad azione sismica". Final Conference RELUIS Project, Attachment 3a.2-UR11-12, Napoli, Italy. In Italian