메뉴 건너뛰기




Volumn 30, Issue 2, 2008, Pages 338-351

Damage inspection and vulnerability analysis of existing buildings with steel moment-resisting frames

Author keywords

Buildings; Dynamics; Earthquakes; Fragility; Inspection; Limit states; Reliability; Structural engineering

Indexed keywords

COSTS; DAMAGE DETECTION; EARTHQUAKE RESISTANCE; FRACTURE; REPAIR; STEEL STRUCTURES; STRUCTURAL DESIGN; STRUCTURAL FRAMES;

EID: 37349005235     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.03.018     Document Type: Article
Times cited : (33)

References (19)
  • 1
    • 0036540736 scopus 로고    scopus 로고
    • Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines
    • Cornell C.A., Jalayer F., Hamburger R., and Foutch D.A. Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. Journal of Structural Engineering, ASCE 128 4 (2002) 526-533
    • (2002) Journal of Structural Engineering, ASCE , vol.128 , Issue.4 , pp. 526-533
    • Cornell, C.A.1    Jalayer, F.2    Hamburger, R.3    Foutch, D.A.4
  • 3
    • 37349121607 scopus 로고    scopus 로고
    • FEMA-351. Recommended seismic evaluation and upgrade criteria for existing welded steel moment-frame buildings. SAC Joint Venture for the Federal Emergency Management Agency. Washington (DC); 2000
  • 4
    • 37349126459 scopus 로고    scopus 로고
    • FEMA-352. Recommenced post-earthquake evaluation and repair criteria for welded steel moment-frame buildings. SAC Joint Venture for the Federal Emergency Management Agency. Washington (DC); 2000, p. 4-17
  • 5
    • 37349008012 scopus 로고    scopus 로고
    • FEMA-355. State of the art report on systems performance of steel moment frames subjected to earthquake ground shaking. SAC Joint Venture for the Federal Emergency Management Agency. Washington, (DC); 2000
  • 6
    • 0032055771 scopus 로고    scopus 로고
    • A connection model of the seismic analysis of welded steel moment frames
    • Gross J.L. A connection model of the seismic analysis of welded steel moment frames. Engineering Structures 20 4-6 (1998) 390-397
    • (1998) Engineering Structures , vol.20 , Issue.4-6 , pp. 390-397
    • Gross, J.L.1
  • 7
    • 37349007103 scopus 로고    scopus 로고
    • Gunturi SKV, Shah HC. Building specific damage evaluation. In: Proc. 10th world conference on earthquake engineering. 1992. 10: 6000-6006
  • 8
    • 84900847494 scopus 로고
    • Small sample sensitivity analysis techniques for computer models, with an application to risk assessment
    • Iman R.L., and Conover W.J. Small sample sensitivity analysis techniques for computer models, with an application to risk assessment. Communications in Statistics Part A - Theory and Methods A9 17 (1980) 1749-1842
    • (1980) Communications in Statistics Part A - Theory and Methods , vol.A9 , Issue.17 , pp. 1749-1842
    • Iman, R.L.1    Conover, W.J.2
  • 9
    • 22944461077 scopus 로고    scopus 로고
    • Structural response and damage assessment by enhanced uncoupled modal response history analysis
    • Li Q., and Ellingwood B.R. Structural response and damage assessment by enhanced uncoupled modal response history analysis. Journal of Earthquake Engineering 9 5 (2005) 719-737
    • (2005) Journal of Earthquake Engineering , vol.9 , Issue.5 , pp. 719-737
    • Li, Q.1    Ellingwood, B.R.2
  • 10
    • 0033703921 scopus 로고    scopus 로고
    • Effects of connection fractures on SMRF seismic drift demands
    • Luco N., and Cornell C.A. Effects of connection fractures on SMRF seismic drift demands. Journal of Structural Engineering, ASCE 126 1 (2000) 127-136
    • (2000) Journal of Structural Engineering, ASCE , vol.126 , Issue.1 , pp. 127-136
    • Luco, N.1    Cornell, C.A.2
  • 11
    • 37349055570 scopus 로고    scopus 로고
    • Luco N, Cornell CA. Probabilistic seismic demand analysis, SMRF connection, fractures, and near-source effects. Ph.D. dissertation. Department of Civil and Environmental Engineering of Stanford University; 2002
  • 12
    • 37349084738 scopus 로고    scopus 로고
    • Mahin SA. Lessons from steel buildings damaged by the Northridge earthquake. Berkeley: National Information Service for Earthquake Engineering, University of California; 1998. Available online at http://nisee.berkeley.edu/northridge/mahin.html
  • 13
    • 37349064625 scopus 로고    scopus 로고
    • Mazzoni S, et al. Open system for earthquake engineering simulation (OpenSees) command language manual. Downloaded from http://opensees.ce.berkeley.gatech.edu. 2003
  • 15
    • 37349084022 scopus 로고    scopus 로고
    • SAC 95-07. Technical report: Case studies of steel moment-frame building performance in the Northridge earthquake of January 17, 1994. SAC Joint Venture for the Federal Emergency Management Agency. Washington (DC); 1995
  • 16
    • 37349105840 scopus 로고    scopus 로고
    • Somerville P, Smith N, Puntamurthula S, Sun J. Development of ground motion time histories for phase 2 of the FEMA/SAC steel project. SAC background Document No. SAC/BD- 97/04: SAC Joint Venture. Richmond (CA); 1997
  • 17
    • 0033114968 scopus 로고    scopus 로고
    • Seismic reliability of special moment steel frames with welded connection: I
    • Song J., and Ellingwood B.R. Seismic reliability of special moment steel frames with welded connection: I. Journal of Structural Engineering, ASCE 125 4 (1999) 357-371
    • (1999) Journal of Structural Engineering, ASCE , vol.125 , Issue.4 , pp. 357-371
    • Song, J.1    Ellingwood, B.R.2
  • 18
    • 0033115232 scopus 로고    scopus 로고
    • Seismic reliability of special moment steel frames with welded connection: II
    • Song J., and Ellingwood B.R. Seismic reliability of special moment steel frames with welded connection: II. Journal of Structural Engineering, ASCE 125 4 (1999) 372-384
    • (1999) Journal of Structural Engineering, ASCE , vol.125 , Issue.4 , pp. 372-384
    • Song, J.1    Ellingwood, B.R.2
  • 19
    • 37349128007 scopus 로고    scopus 로고
    • Youssef N, Bonowitz D, Cross JL. A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake. Report NISTR 5625. National Institute of Standards and Technology. Gaithersburg (MD); 1995. 20899


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.