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Volumn 32, Issue 6, 2010, Pages 1547-1555

Fragility analysis of steel moment frames with various seismic connections subjected to sudden loss of a column

Author keywords

Fragility curve; Progressive collapse; Pushdown analysis; Seismic connections

Indexed keywords

ANALYSIS RESULTS; DUCTILE BEHAVIOR; FIRST-ORDER; FRAGILITY ANALYSIS; FRAGILITY CURVES; LIMIT STATE; LIVE LOADS; MATERIAL PROPERTY; PROGRESSIVE COLLAPSE; SECOND MOMENTS; STEEL MOMENT FRAMES; VERTICAL DISPLACEMENTS; YIELD STRENGTH;

EID: 77952552491     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.02.003     Document Type: Article
Times cited : (44)

References (22)
  • 1
    • 77952542016 scopus 로고    scopus 로고
    • National institute of standard and technology. Best practices for reducing the potential for progressive collapse in buildings
    • National institute of standard and technology. Best practices for reducing the potential for progressive collapse in buildings. 2006.
    • (2006)
  • 2
    • 67049146269 scopus 로고    scopus 로고
    • Evaluation of progressive collapse potential of steel moment frames considering catenary action
    • Kim J, An D. Evaluation of progressive collapse potential of steel moment frames considering catenary action. Struct Design Tall Special Build 2009, 18(4):455-465.
    • (2009) Struct Design Tall Special Build , vol.18 , Issue.4 , pp. 455-465
    • Kim, J.1    An, D.2
  • 3
    • 70349336493 scopus 로고    scopus 로고
    • Investigation of progressive collapse-resisting capability of steel moment frames using push-down analysis
    • Kim T, Kim J, Park J. Investigation of progressive collapse-resisting capability of steel moment frames using push-down analysis. J Perform Constr Fac 2009, 23(5):327-335.
    • (2009) J Perform Constr Fac , vol.23 , Issue.5 , pp. 327-335
    • Kim, T.1    Kim, J.2    Park, J.3
  • 4
    • 58149196647 scopus 로고    scopus 로고
    • Progressive collapse analysis of seismically designed steel braced frames
    • Khandelwal K, El-Tawil S, Sadek F. Progressive collapse analysis of seismically designed steel braced frames. J Constr Steel Res 2009, 65:699-708.
    • (2009) J Constr Steel Res , vol.65 , pp. 699-708
    • Khandelwal, K.1    El-Tawil, S.2    Sadek, F.3
  • 5
    • 56549122877 scopus 로고    scopus 로고
    • Assessment of progressive collapse-resisting capacity of steel moment frames
    • Kim J, Kim T. Assessment of progressive collapse-resisting capacity of steel moment frames. J Constr Steel Res 2009, 65(1):69-179.
    • (2009) J Constr Steel Res , vol.65 , Issue.1 , pp. 69-179
    • Kim, J.1    Kim, T.2
  • 6
    • 70449433979 scopus 로고    scopus 로고
    • Progressive collapse-resisting capacity of steel moment frames considering panel zone deformation
    • Kim T, Kim J. Progressive collapse-resisting capacity of steel moment frames considering panel zone deformation. Adv Struct Eng 2009, 12(2):231-240.
    • (2009) Adv Struct Eng , vol.12 , Issue.2 , pp. 231-240
    • Kim, T.1    Kim, J.2
  • 7
    • 0024164349 scopus 로고
    • Seismic damage prediction by deterministic methods: Concepts and procedures
    • Powell GH, Allahabadi R. Seismic damage prediction by deterministic methods: Concepts and procedures. Earthq Eng Struct Dyn 1988, 16(5):719-734.
    • (1988) Earthq Eng Struct Dyn , vol.16 , Issue.5 , pp. 719-734
    • Powell, G.H.1    Allahabadi, R.2
  • 8
    • 77952542731 scopus 로고    scopus 로고
    • Probabilistic seismic evaluation of reinforced concrete structural components and systems. PEER Technical Report 2006/04. Berkeley (CA, USA): University of California
    • Lee TH, Mosalam KM. Probabilistic seismic evaluation of reinforced concrete structural components and systems. PEER Technical Report 2006/04. Berkeley (CA, USA): University of California; 2006.
    • (2006)
    • Lee, T.H.1    Mosalam, K.M.2
  • 9
    • 33646469093 scopus 로고    scopus 로고
    • Fragility analysis of mid-rise R/C frame buildings
    • Serdar Kircil M, Polat Z. Fragility analysis of mid-rise R/C frame buildings. Eng Struct 2006, 28(9):1335-1345.
    • (2006) Eng Struct , vol.28 , Issue.9 , pp. 1335-1345
    • Serdar Kircil, M.1    Polat, Z.2
  • 10
    • 34247486236 scopus 로고    scopus 로고
    • Seismic retrofit of a reinforced concrete flat-slab structure: Part II - Seismic fragility analysis
    • Hueste MBD, Bai JW. Seismic retrofit of a reinforced concrete flat-slab structure: Part II - Seismic fragility analysis. Eng Struct 2007, 29(6):1178-1188.
    • (2007) Eng Struct , vol.29 , Issue.6 , pp. 1178-1188
    • Hueste, M.B.D.1    Bai, J.W.2
  • 11
    • 34547536988 scopus 로고    scopus 로고
    • Fragility relationships for torsionally-imbalanced buildings using three-dimensional damage characterization
    • Jeong SH, Elnashai AS. Fragility relationships for torsionally-imbalanced buildings using three-dimensional damage characterization. Eng Struct 2007, 29(9):2172-2182.
    • (2007) Eng Struct , vol.29 , Issue.9 , pp. 2172-2182
    • Jeong, S.H.1    Elnashai, A.S.2
  • 12
    • 56649108024 scopus 로고    scopus 로고
    • Seismic fragility analysis of low-rise unreinforced masonry structures
    • Park J, Towashiraporn P, Craig JI, Goodno BJ. Seismic fragility analysis of low-rise unreinforced masonry structures. Eng Struct 2009, 31(1):125-137.
    • (2009) Eng Struct , vol.31 , Issue.1 , pp. 125-137
    • Park, J.1    Towashiraporn, P.2    Craig, J.I.3    Goodno, B.J.4
  • 13
    • 77952550833 scopus 로고    scopus 로고
    • GSA. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington D.C.: The U.S. General Services Administration
    • GSA. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington D.C.: The U.S. General Services Administration; 2003.
    • (2003)
  • 14
    • 77952548365 scopus 로고    scopus 로고
    • FEMA-356. Prestandard and commentary for the seismic rehabilitation of buildings. Washington, D.C.: FEMA
    • FEMA-356. Prestandard and commentary for the seismic rehabilitation of buildings. Washington, D.C.: FEMA; 2000.
    • (2000)
  • 15
    • 77952549003 scopus 로고    scopus 로고
    • Loading histories for seismic performance testing of SMRF components and assemblies. SAC/BD- 00/10
    • Krawinkler H, Gupta A, Medina R, Uco N. Loading histories for seismic performance testing of SMRF components and assemblies. SAC/BD- 00/10; 2000.
    • (2000)
    • Krawinkler, H.1    Gupta, A.2    Medina, R.3    Uco, N.4
  • 16
    • 77952541341 scopus 로고    scopus 로고
    • Opensees command language manual. Pacific Earthquake Engineering Research (PEER) Center
    • Mazzoni S, McKenna F, Fenves G. Opensees command language manual. Pacific Earthquake Engineering Research (PEER) Center. 2005.
    • (2005)
    • Mazzoni, S.1    McKenna, F.2    Fenves, G.3
  • 17
    • 63649151459 scopus 로고    scopus 로고
    • Lateral stiffness of steel moment frames with dogbon seismic connections
    • Lee C. Lateral stiffness of steel moment frames with dogbon seismic connections. Comput Struct Eng Inst Korea 2002, 15(4):639-647.
    • (2002) Comput Struct Eng Inst Korea , vol.15 , Issue.4 , pp. 639-647
    • Lee, C.1
  • 18
    • 77952542390 scopus 로고    scopus 로고
    • Collapse resistance of steel moment connections for gravity load resisting systems. Eng Struct (submitted for publication)
    • Kim T, Kim E, Kim J. Collapse resistance of steel moment connections for gravity load resisting systems. Eng Struct (submitted for publication).
    • Kim, T.1    Kim, E.2    Kim, J.3
  • 19
    • 77952544724 scopus 로고    scopus 로고
    • Sensitivity analysis of steel buildings subjected to progressive collapse
    • Kim J, Park J, Lee TH Sensitivity analysis of steel buildings subjected to progressive collapse. Comput Struct Eng Inst Korea 2008, 21(2):211-216.
    • (2008) Comput Struct Eng Inst Korea , vol.21 , Issue.2 , pp. 211-216
    • Kim, J.1    Park, J.2    Lee, T.H.3
  • 20
    • 77952551892 scopus 로고    scopus 로고
    • Statistical investigation on material properties of SS400 mild steel
    • Kim JR, Kim SB, Park YH, Chung WG. Statistical investigation on material properties of SS400 mild steel. Conf Arch Inst Korea 2000, 20(1):229-232.
    • (2000) Conf Arch Inst Korea , vol.20 , Issue.1 , pp. 229-232
    • Kim, J.R.1    Kim, S.B.2    Park, Y.H.3    Chung, W.G.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.