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Volumn 42, Issue 1, 2013, Pages 101-121

Seismic capacity of irregular unreinforced masonry walls with openings

Author keywords

Irregularity indices; Macroelement modeling; Masonry buildings; Seismic capacity; Structural irregularity; Unreinforced masonry walls with openings

Indexed keywords

DAMAGE DETECTION; MASONRY CONSTRUCTION; REGRESSION ANALYSIS; SEISMOLOGY; STATISTICS;

EID: 84870902561     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.2195     Document Type: Article
Times cited : (120)

References (25)
  • 1
    • 10844271542 scopus 로고    scopus 로고
    • Pseudo-dynamic testing of unreinforced masonry building with flexible diaphragm
    • Paquette J, Bruneau M. Pseudo-dynamic testing of unreinforced masonry building with flexible diaphragm. Journal of Structural Engineering 2003; 129(6):708-716.
    • (2003) Journal of Structural Engineering , vol.129 , Issue.6 , pp. 708-716
    • Paquette, J.1    Bruneau, M.2
  • 5
    • 77956428009 scopus 로고    scopus 로고
    • Italian Building Code. Italian Ministry of Infrastructures and Transportation: Rome, in Italian).
    • Italian Building Code. D.M. 14.01.2008: Norme Tecniche per le Costruzioni. Italian Ministry of Infrastructures and Transportation: Rome, 2008 (in Italian).
    • (2008) D.M. 14.01.2008: Norme Tecniche per le Costruzioni
  • 8
    • 84870955010 scopus 로고    scopus 로고
    • A macroelement approach to the three-dimensional seismic analysis of masonry buildings. Proceedings of the 11th European Conference on Earthquake Engineering, Paris, CD-ROM.
    • Brencich A, Gambarotta L, Lagomarsino S. A macroelement approach to the three-dimensional seismic analysis of masonry buildings. Proceedings of the 11th European Conference on Earthquake Engineering, Paris, 1998; CD-ROM.
    • (1998)
    • Brencich, A.1    Gambarotta, L.2    Lagomarsino, S.3
  • 10
    • 84870934525 scopus 로고    scopus 로고
    • Non-linear seismic analysis of masonry buildings. PhD Thesis, University of Naples Federico II: Naples
    • Parisi F. Non-linear seismic analysis of masonry buildings. PhD Thesis, University of Naples Federico II: Naples, 2010.
    • (2010)
    • Parisi, F.1
  • 12
    • 0041868040 scopus 로고
    • Some experimental results on the strength of brick masonry walls. Proceedings of the 2nd International Brick & Block Masonry Conference, Stoke-on-Trent
    • Turnšek V, Čačovič F. Some experimental results on the strength of brick masonry walls. Proceedings of the 2nd International Brick & Block Masonry Conference, Stoke-on-Trent, 1971; 149-156.
    • (1971) , pp. 149-156
    • Turnšek, V.1    Čačovič, F.2
  • 16
    • 33646187280 scopus 로고    scopus 로고
    • Recommendations for seismic evaluation and retrofit of low-rise URM structures
    • Moon FL, Yi T, Leon RT, Kahn LF. Recommendations for seismic evaluation and retrofit of low-rise URM structures. Journal of Structural Engineering 2006; 132(5):663-672.
    • (2006) Journal of Structural Engineering , vol.132 , Issue.5 , pp. 663-672
    • Moon, F.L.1    Yi, T.2    Leon, R.T.3    Kahn, L.F.4
  • 17
    • 84870880208 scopus 로고
    • Evaluation and retrofit of unreinforced masonry buildings. Proceedings of the 3rd National Concrete and Masonry Engineering Conference, San Francisco
    • Kingsley FR. Evaluation and retrofit of unreinforced masonry buildings. Proceedings of the 3rd National Concrete and Masonry Engineering Conference, San Francisco, 1995; 709-728.
    • (1995) , pp. 709-728
    • Kingsley, F.R.1
  • 18
    • 84870883561 scopus 로고    scopus 로고
    • Seismic behaviour of irregular masonry walls. Proceedings of the 1st European Conference on Earthquake Engineering and Seismology, Geneva, paper No. 86.
    • Augenti N. Seismic behaviour of irregular masonry walls. Proceedings of the 1st European Conference on Earthquake Engineering and Seismology, Geneva, 2006; paper No. 86.
    • (2006)
    • Augenti, N.1
  • 19
    • 78649244953 scopus 로고    scopus 로고
    • Learning from construction failures due to the 2009 L'Aquila, Italy, earthquake
    • Augenti N, Parisi F. Learning from construction failures due to the 2009 L'Aquila, Italy, earthquake. Journal of Performance of Constructed Facilities 2010; 24(6):536-555.
    • (2010) Journal of Performance of Constructed Facilities , vol.24 , Issue.6 , pp. 536-555
    • Augenti, N.1    Parisi, F.2
  • 20
    • 80052954572 scopus 로고
    • Schematizzazione e modellazione degli edifici in muratura soggetti ad azioni sismiche
    • Italian).
    • Dolce M. Schematizzazione e modellazione degli edifici in muratura soggetti ad azioni sismiche. L'Industria delle Costruzioni 1991; 25(242):44-57 (in Italian).
    • (1991) L'Industria delle Costruzioni , vol.25 , Issue.242 , pp. 44-57
    • Dolce, M.1
  • 21
    • 81855187121 scopus 로고    scopus 로고
    • Nonlinear behavior of a masonry sub-assemblage before and after strengthening with inorganic matrix-grid composites
    • Parisi F, Lignola GP, Augenti N, Prota A, Manfredi G. Nonlinear behavior of a masonry sub-assemblage before and after strengthening with inorganic matrix-grid composites. Journal of Composites for Construction 2011; 15(5):821-832.
    • (2011) Journal of Composites for Construction , vol.15 , Issue.5 , pp. 821-832
    • Parisi, F.1    Lignola, G.P.2    Augenti, N.3    Prota, A.4    Manfredi, G.5
  • 22
    • 80051613632 scopus 로고    scopus 로고
    • In-plane lateral response of a full-scale masonry subassemblage with and without an inorganic matrix-grid strengthening system
    • Augenti N, Parisi F, Prota A, Manfredi G. In-plane lateral response of a full-scale masonry subassemblage with and without an inorganic matrix-grid strengthening system. Journal of Composites for Construction 2011; 15(4):578-590.
    • (2011) Journal of Composites for Construction , vol.15 , Issue.4 , pp. 578-590
    • Augenti, N.1    Parisi, F.2    Prota, A.3    Manfredi, G.4
  • 24
    • 0025956345 scopus 로고
    • Establishing R (or Rw) and Cd factors for building seismic provisions
    • Uang C. Establishing R (or Rw) and Cd factors for building seismic provisions. Journal of Structural Engineering 1991; 117(1):19-28.
    • (1991) Journal of Structural Engineering , vol.117 , Issue.1 , pp. 19-28
    • Uang, C.1
  • 25
    • 78650075557 scopus 로고    scopus 로고
    • Displacement capacity of masonry buildings as a basis for the assessment of behavior factor: an experimental study
    • Tomaževič M, Weiss P. Displacement capacity of masonry buildings as a basis for the assessment of behavior factor: an experimental study. Bulletin of Earthquake Engineering 2010; 8(6):1267-1294.
    • (2010) Bulletin of Earthquake Engineering , vol.8 , Issue.6 , pp. 1267-1294
    • Tomaževič, M.1    Weiss, P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.