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Volumn 27, Issue 2, 2005, Pages 251-263

Efficient analysis of flat slab structures subjected to lateral loads

Author keywords

Fictitious stiff beam; Flat slab structure; Matrix condensation; Stiffness degradation; Stiffness of slab; Super element

Indexed keywords

BEAMS AND GIRDERS; CRACK INITIATION; ELASTIC MODULI; FINITE ELEMENT METHOD; FLOORS; MATHEMATICAL MODELS; MATRIX ALGEBRA; STIFFNESS; STRUCTURAL LOADS;

EID: 11944254000     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.10.005     Document Type: Article
Times cited : (18)

References (18)
  • 1
    • 0012617459 scopus 로고
    • An experimental study of flat-plate structures under vertical and lateral loads
    • Report No. UCB/SEMM-90/11, Department of Civil Engineering, University of California, Berkeley
    • Hwan S.J., Moehle J.P. An experimental study of flat-plate structures under vertical and lateral loads. Report No. UCB/SEMM-90/11, Department of Civil Engineering, University of California, Berkeley 1990: P. 271
    • (1990) , pp. 271
    • Hwan, S.J.1    Moehle, J.P.2
  • 2
    • 0023844462 scopus 로고
    • Strength of slab-column edge connections
    • J.P. Moehle Strength of slab-column edge connections ACI Structural Journal 85 1 1988 89-98
    • (1988) ACI Structural Journal , vol.85 , Issue.1 , pp. 89-98
    • Moehle, J.P.1
  • 3
    • 0020718192 scopus 로고
    • Moment rotation characteristics of flat plate and column systems
    • J.F. Mulcahy J.M. Rotter Moment rotation characteristics of flat plate and column systems ACI Structural Journal 80 2 1983 85-92
    • (1983) ACI Structural Journal , vol.80 , Issue.2 , pp. 85-92
    • Mulcahy, J.F.1    Rotter, J.M.2
  • 4
    • 0016102605 scopus 로고
    • Rotational stiffness of concrete slabs
    • M. Mehrain B. Aalanmi Rotational stiffness of concrete slabs ACI Structural Journal 71 7 1974 429-35
    • (1974) ACI Structural Journal , vol.71 , Issue.7 , pp. 429-435
    • Mehrain, M.1    Aalanmi, B.2
  • 6
    • 11944259833 scopus 로고    scopus 로고
    • MIDAS/SDS-slab and basement design system
    • MIDAS Information Technology Co., Ltd
    • H.W. Lee I.G. Park MIDAS/SDS-slab and basement design system 2002 MIDAS Information Technology Co., Ltd.
    • (2002)
    • Lee, H.W.1    Park, I.G.2
  • 7
    • 0031100749 scopus 로고    scopus 로고
    • Verification of proposed design methodologies for effective width of slabs in slab-column frames
    • J.S. Grossman Verification of proposed design methodologies for effective width of slabs in slab-column frames ACI Structural Journal 94 2 1997 181-96
    • (1997) ACI Structural Journal , vol.94 , Issue.2 , pp. 181-196
    • Grossman, J.S.1
  • 8
    • 0029203932 scopus 로고
    • Equivalent beam model for flat-slab buildings - Part I: Interior connections
    • Y.H. Luo A.J. Durrani Equivalent beam model for flat-slab buildings - part I: Interior connections ACI Structural Journal 92 1 1995 115-24
    • (1995) ACI Structural Journal , vol.92 , Issue.1 , pp. 115-124
    • Luo, Y.H.1    Durrani, A.J.2
  • 9
    • 0040930626 scopus 로고
    • Equivalent beam model for flat-slab buildings - Part II: Exterior connections
    • Y.H. Luo A.J. Durrani Equivalent beam model for flat-slab buildings - part II: Exterior connections ACI Structural Journal 92 2 1995 250-257
    • (1995) ACI Structural Journal , vol.92 , Issue.2 , pp. 250-257
    • Luo, Y.H.1    Durrani, A.J.2
  • 10
    • 3142537371 scopus 로고
    • Equivalent frame analysis of unbraced reinforced concrete buildings for static lateral loads
    • Civil Engineering Department, Colorado State University, Structural Research Report
    • Vanderbilt D.M. Equivalent frame analysis of unbraced reinforced concrete buildings for static lateral loads. Civil Engineering Department, Colorado State University, Structural Research Report 1981; p. 36
    • (1981) , pp. 36
    • Vanderbilt, D.M.1
  • 11
    • 0016495716 scopus 로고
    • Slab effective width for equivalent frame analysis
    • D.A. Pecknold Slab effective width for equivalent frame analysis ACI Structural Journal 72 4 1975 135-7
    • (1975) ACI Structural Journal , vol.72 , Issue.4 , pp. 135-137
    • Pecknold, D.A.1
  • 12
  • 14
    • 0036569333 scopus 로고    scopus 로고
    • Efficient seismic analysis of high-rise shear wall buildings considering the flexural stiffness of floor slabs
    • D.G. Lee H.S. Kim M.H. Chun Efficient seismic analysis of high-rise shear wall buildings considering the flexural stiffness of floor slabs Engineering Structures 24 5 2002 613-23
    • (2002) Engineering Structures , vol.24 , Issue.5 , pp. 613-623
    • Lee, D.G.1    Kim, H.S.2    Chun, M.H.3
  • 15
    • 0038206587 scopus 로고    scopus 로고
    • Analysis of shear wall with openings using super elements
    • H.S. Kim D.G. Lee Analysis of shear wall with openings using super elements Engineering Structures 25 8 2003 981-91
    • (2003) Engineering Structures , vol.25 , Issue.8 , pp. 981-991
    • Kim, H.S.1    Lee, D.G.2
  • 16
    • 2142752136 scopus 로고    scopus 로고
    • The effect of the floor slabs on the seismic response of multi-story building structures
    • D.G. Lee H.S. Kim The effect of the floor slabs on the seismic response of multi-story building structures In: Proceeding of APSEC 2000 2000 453-61
    • (2000) Proceeding of APSEC 2000 , pp. 453-461
    • Lee, D.G.1    Kim, H.S.2
  • 17
    • 11944256884 scopus 로고    scopus 로고
    • Analysis of shear wall with openings using super elements
    • Proceeding of EASEC-8 2001; Paper No. 1378
    • Lee D.G., Kim H.S. Analysis of shear wall with openings using super elements, in: Proceeding of EASEC-8 2001; Paper No. 1378
    • Lee, D.G.1    Kim, H.S.2
  • 18
    • 0003393958 scopus 로고
    • Structural dynamics by finite elements
    • Prentice-Hall
    • W. Weaver Jr. PR. Johnston Structural dynamics by finite elements 1987 Prentice-Hall
    • (1987)
    • Weaver Jr., W.1    Johnston, P.R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.