Experimental Assessment of the Out-of-Plane Performance of Masonry Buildings Through Shaking Table Tests

International Journal of Architectural Heritage

Volumn 11, Issue 1, 2017, Pages 31-58

  Candeias, P X ^a   Campos Costa, A ^a   Mendes, N ^b   Costa, A A ^c   Lourenco P B ^b  

^a NATIONAL LABORATORY FOR CIVIL ENGINEERING   (Portugal)

^b UNIVERSITY OF MINHO   (Portugal)

^c INSTITUTO SUPERIOR DE ENGENHARIA DO PORTO   (Portugal)

Author keywords

clay brick masonry; seismic performance; shaking table tests; stone masonry

Indexed keywords

BRICK; EARTHQUAKE EFFECTS; FACADES; MASONRY CONSTRUCTION; MOCKUPS;

CLAY BRICKS; COLLAPSE MECHANISM; EXPERIMENTAL ASSESSMENT; SEISMIC PERFORMANCE; SHAKING TABLE TESTS; STONE MASONRY; STRONG GROUND MOTION; TESTING PROTOCOLS;

WALLS (STRUCTURAL PARTITIONS);

BUILDING STONE; EARTHQUAKE EVENT; GROUND MOTION; MASONRY; SEISMIC RESPONSE; SHAKING TABLE TEST; THREE-DIMENSIONAL MODELING; TORSION; WALL;

CANTERBURY [SOUTH ISLAND]; CHRISTCHURCH [CANTERBURY]; NEW ZEALAND; SOUTH ISLAND;

EID: 85006086155     PISSN: 15583058     EISSN: 15583066     Source Type: Journal    
DOI: 10.1080/15583058.2016.1238975     Document Type: Article

References (2)

1. Allemang, R. J., and D. L., Brown. 1982. A correlation coefficient for modal vector analysis. IMAC I, Orlando, USA.
2. Mendes, L., C. A. M. P. O. S., Costa, and A., Lnec-Spa. 2007. LNEC-SPA, signal processing and analysis tool for civil engineers, Version 1.0—Build 12. Report 29/2007—NESDE. Portugal:LNEC, Portugal.