메뉴 건너뛰기




Volumn 30, Issue 7, 2008, Pages 1991-2001

The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame - a deterministic assessment

Author keywords

Infilled RC frame; Masonry infill; Reinforced concrete frame; Seismic assessment; Simplified nonlinear analysis

Indexed keywords

BENDING STRENGTH; DAMAGE DETECTION; MASONRY MATERIALS; NONLINEAR ANALYSIS; PLASTICITY; REINFORCED CONCRETE; SEISMIC RESPONSE; STRUTS;

EID: 43949084722     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.01.001     Document Type: Article
Times cited : (335)

References (25)
  • 1
    • 43949135973 scopus 로고    scopus 로고
    • Fardis MN. Seismic design issues for masonry-infilled RC frames. In: Proceedings of the first European conference on earthquake engineering and seismology. 2006. Paper 313
    • Fardis MN. Seismic design issues for masonry-infilled RC frames. In: Proceedings of the first European conference on earthquake engineering and seismology. 2006. Paper 313
  • 2
    • 0031188092 scopus 로고    scopus 로고
    • Irregularities induced by nonstructural masonry panels in framed buildings
    • Negro P., and Colombo A. Irregularities induced by nonstructural masonry panels in framed buildings. Engineering Structures 19 (1997) 576-585
    • (1997) Engineering Structures , vol.19 , pp. 576-585
    • Negro, P.1    Colombo, A.2
  • 3
    • 0035530061 scopus 로고    scopus 로고
    • Soft storey effects in uniformly infilled reinforced concrete frames
    • Dolšek M., and Fajfar P. Soft storey effects in uniformly infilled reinforced concrete frames. Journal of Earthquake Engineering 5 (2001) 1-12
    • (2001) Journal of Earthquake Engineering , vol.5 , pp. 1-12
    • Dolšek, M.1    Fajfar, P.2
  • 4
    • 33845764827 scopus 로고    scopus 로고
    • Code approaches to seismic design of masonry-infilled reinforced concrete frames: A state of the art review
    • Kaushik H.B., Rai D.C., and Jain S.K. Code approaches to seismic design of masonry-infilled reinforced concrete frames: A state of the art review. Earthquake Spectra 22 (2006) 961-983
    • (2006) Earthquake Spectra , vol.22 , pp. 961-983
    • Kaushik, H.B.1    Rai, D.C.2    Jain, S.K.3
  • 5
    • 43949102236 scopus 로고    scopus 로고
    • Moghaddam HA, Dowling PJ. The state of the art in infilled frames. ECEE research report no. 87-2. London: Civil Engineering Department, Imperial College of Science and Technology; 1987
    • Moghaddam HA, Dowling PJ. The state of the art in infilled frames. ECEE research report no. 87-2. London: Civil Engineering Department, Imperial College of Science and Technology; 1987
  • 7
    • 10444228282 scopus 로고    scopus 로고
    • Simplified non-linear seismic analysis of infilled reinforced concrete frames
    • Dolšek M., and Fajfar P. Simplified non-linear seismic analysis of infilled reinforced concrete frames. Earthquake Engineering and Structural Dynamics 34 (2005) 49-66
    • (2005) Earthquake Engineering and Structural Dynamics , vol.34 , pp. 49-66
    • Dolšek, M.1    Fajfar, P.2
  • 8
    • 43949085215 scopus 로고    scopus 로고
    • Carvalho EC, Coelho E, editors. Seismic assessment, strengthening and repair of structures. ECOEST2-ICONS report no. 2, European Commission - Training and Mobility of Researchers Programme; 2001
    • Carvalho EC, Coelho E, editors. Seismic assessment, strengthening and repair of structures. ECOEST2-ICONS report no. 2, European Commission - Training and Mobility of Researchers Programme; 2001
  • 10
    • 43949089009 scopus 로고    scopus 로고
    • Dolšek M, Fajfar P. The effect of masonry infills on the seismic response of a four storey reinforced concrete frame - a probabilistic approach. Engineering Structures; 2007 [submitted for publication]
    • Dolšek M, Fajfar P. The effect of masonry infills on the seismic response of a four storey reinforced concrete frame - a probabilistic approach. Engineering Structures; 2007 [submitted for publication]
  • 11
    • 0001430832 scopus 로고    scopus 로고
    • A nonlinear analysis method for performance-based seismic design
    • Fajfar P. A nonlinear analysis method for performance-based seismic design. Earthquake Spectra 16 (2000) 573-592
    • (2000) Earthquake Spectra , vol.16 , pp. 573-592
    • Fajfar, P.1
  • 12
    • 43949118289 scopus 로고    scopus 로고
    • CEN. Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic action and rules for buildings. Brussels; 2004
    • CEN. Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic action and rules for buildings. Brussels; 2004
  • 14
    • 43949095003 scopus 로고    scopus 로고
    • CEN. Eurocode 2: Design of concrete structures - Part 1: General rules and rules for buildings. EN1992-1-1. Brussels; 2004
    • CEN. Eurocode 2: Design of concrete structures - Part 1: General rules and rules for buildings. EN1992-1-1. Brussels; 2004
  • 15
    • 43949144059 scopus 로고    scopus 로고
    • Full-scale test on RC frame within topic 2 of ICONS
    • The materials characteristics
    • Coelho E. Full-scale test on RC frame within topic 2 of ICONS. The materials characteristics. LNEC, May (1999)
    • (1999) LNEC, May
    • Coelho, E.1
  • 16
  • 17
    • 33748654189 scopus 로고    scopus 로고
    • Flexural deformation capacity of rectangular RC columns determined by the CAE method
    • Peruš I., Poljanšek K., and Fajfar P. Flexural deformation capacity of rectangular RC columns determined by the CAE method. Earthquake Engineering and Structural Dynamics 35 (2006) 1453-1470
    • (2006) Earthquake Engineering and Structural Dynamics , vol.35 , pp. 1453-1470
    • Peruš, I.1    Poljanšek, K.2    Fajfar, P.3
  • 18
    • 43949144784 scopus 로고    scopus 로고
    • CEN. Eurocode 8: Design of structures for earthquake resistance. Part 3: Assessment and retrofitting of buildings. Brussels; 2005
    • CEN. Eurocode 8: Design of structures for earthquake resistance. Part 3: Assessment and retrofitting of buildings. Brussels; 2005
  • 19
    • 43949098092 scopus 로고    scopus 로고
    • Fardis MN, editor. Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions. ECOEST/PREC 8, Rep. No. 6. LNEC. Lisbon; 1996
    • Fardis MN, editor. Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions. ECOEST/PREC 8, Rep. No. 6. LNEC. Lisbon; 1996
  • 20
    • 43949098442 scopus 로고    scopus 로고
    • Žarnić R, Gostič S. Masonry infilled frames as an effective structural sub-assemblage. In: Fajfar, Krawinkler, editors. Seismic design methodologies for the next generation of codes. Rotterdam: Balkema; 1997. p. 335-46
    • Žarnić R, Gostič S. Masonry infilled frames as an effective structural sub-assemblage. In: Fajfar, Krawinkler, editors. Seismic design methodologies for the next generation of codes. Rotterdam: Balkema; 1997. p. 335-46
  • 21
    • 43949090353 scopus 로고    scopus 로고
    • Dawe JL, Seah CK. Lateral load resistance of masonry panels in flexible steel frames. In: Proceedings of the eighth international brick and block masonry conference. Trinity College; 1988
    • Dawe JL, Seah CK. Lateral load resistance of masonry panels in flexible steel frames. In: Proceedings of the eighth international brick and block masonry conference. Trinity College; 1988
  • 22
    • 43949113460 scopus 로고    scopus 로고
    • NZSEE. Assessment and improvement of the structural performance of buildings in earthquakes. Study Group Draft. New Zealand Society for Earthquake Engineering; 2005
    • NZSEE. Assessment and improvement of the structural performance of buildings in earthquakes. Study Group Draft. New Zealand Society for Earthquake Engineering; 2005
  • 23
    • 33846301109 scopus 로고    scopus 로고
    • An experimental study on reinforced concrete partially infilled frames
    • Anil Ö., and Altin S. An experimental study on reinforced concrete partially infilled frames. Engineering Structures 29 (2007) 449-460
    • (2007) Engineering Structures , vol.29 , pp. 449-460
    • Anil, Ö.1    Altin, S.2
  • 24
    • 23044438531 scopus 로고    scopus 로고
    • Pseudo-dynamic seismic response of reinforced concrete frames infilled with non-structural brick masonry
    • Colangelo F. Pseudo-dynamic seismic response of reinforced concrete frames infilled with non-structural brick masonry. Earthquake engineering and structural dynamics 34 (2005) 1219-1241
    • (2005) Earthquake engineering and structural dynamics , vol.34 , pp. 1219-1241
    • Colangelo, F.1
  • 25
    • 43949088343 scopus 로고    scopus 로고
    • LESSLOSS. Deliverable 78 - Applications of probabilistic seismic assessment methods to selected case studies. LESSLOSS Sub-Project 9 - Probabilistic risk assessment: methods and applications; 2006
    • LESSLOSS. Deliverable 78 - Applications of probabilistic seismic assessment methods to selected case studies. LESSLOSS Sub-Project 9 - Probabilistic risk assessment: methods and applications; 2006


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.