Shaking table tests of an arch-pillars system and design of strengthening by the use of tie-rods

Bulletin of Earthquake Engineering

Volumn 13, Issue 1, 2015, Pages 279-297

  Calderini, C ^a   Lagomarsino, S ^a   Rossi, M ^a   De Canio, G ^b   Mongelli, M L ^b   Roselli, I ^b  

^a UNIVERSITY OF GENOA   (Italy)

^b ENEA   (Italy)

Author keywords

Displacement based assessment; Masonry arches; Shaking table tests; Strengthening

Indexed keywords

ARCHES; MASONRY MATERIALS; RAILROAD TIES; SEISMIC RESPONSE; STRENGTHENING (METAL);

COMPLEX MECHANISMS; DISPLACEMENT CAPACITY; DISPLACEMENT-BASED; DISPLACEMENT-BASED DESIGNS; MASONRY ARCHES; MASONRY STRUCTURES; REDUCED SCALE MODELS; SHAKING TABLE TESTS;

SEISMIC DESIGN;

ANALYTICAL METHOD; ARCH; DISPLACEMENT; NONLINEARITY; PILLAR; SEISMIC RESPONSE; SHAKING TABLE TEST;

EID: 84918492918     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-014-9678-x     Document Type: Article

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