Seismic response of reinforced concrete frames infilled with weakly reinforced masonry panels

Journal of Earthquake Engineering

Volumn 5, Issue 2, 2001, Pages 153-185

  Calvi, Gian Michele ^a   Bolognini, Davide ^a  

^a UNIVERSITY OF PAVIA   (Italy)

Author keywords

Damage limit state; Infilled frame; Mortar layer reinforcement; Out of plane collapse; Plaster reinforcement

Indexed keywords

EID: 0035533344     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1142/S136324690100039X     Document Type: Article

References (12)

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4. CEN, EC2, [1992] Design of Concrete Structures - Part 1.1: General Rules and Rules for Buildings, ENV 1991, December.
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9. Mondcar, D. P. and Powell, G. H. [1975] "Static and dynamic analysis of non-linear structures," Report N. EERC 75-10, Earthquake Engineering Research Center, University of California, Berkeley.
10. -Prenormative research in support of Eurocode 8 and ECOEST - European consortium of Earthquake shaking tables [1996], Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions, Report 6, ed. Fardis, M. N.
11. -Prenormative research in support of Eurocode 8 and ECOEST - European consortium of Earthquake shaking tables [1997], Numerical investigations on the seismic response of RC frames designed in accordance with Eurocode 8, Report 7, eds. Carvalho, E. C. and Coelho, E.
12. Priestley, M. J. N. and Calvi, G. M. [1991] 'Towards a capacity-design assessment procedure for reinforced concrete frames," Earthq. Spectra 7(3), 413-437.