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Volumn 28, Issue 5, 2007, Pages

Collapse performance of RC frame structure

Author keywords

Catenary action; Collapse experiment; Plastic hinge; Progressive collapse; Reinforced concrete frame

Indexed keywords

ACCIDENTS; ACTUATORS; BARS (METAL); BEARING CAPACITY; COLUMNS (STRUCTURAL); EXPERIMENTS; FAILURE ANALYSIS; HINGES; HYDRAULICS; JACKS; LOADS (FORCES); MATHEMATICAL MODELS; PLASTICITY; REINFORCED CONCRETE; STEEL;

EID: 36549025059     PISSN: 10006869     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (130)

References (12)
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    • Starossek U, Wolff M. Design of collapse-resistant structures[R/OL]. UK: Robustness of Structures, Workshop Organized by JSCC and IABSE WC1, 2005[2006-09-20]. http://www.jess.ethz.ch/events/ WS_2005-ll/Abstracts/Starossek_Paper.pdf.
    • (2006)
    • Starossek, U.1    Wolff, M.2
  • 3
    • 36549009164 scopus 로고    scopus 로고
    • The building regulations 2000 (Structure)
    • Office of the Deputy Prime Minister (ODPM), 2004 edition. London EC2P 2EA: NBS, Part of RIBA Enterprises Ltd
    • Office of the Deputy Prime Minister (ODPM). The building regulations 2000 (Structure)[G]. 2004 edition. London EC2P 2EA: NBS, Part of RIBA Enterprises Ltd, 2006: 39-43.
    • (2006) , pp. 39-43
  • 4
    • 47049085721 scopus 로고    scopus 로고
    • GSA (2003) Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects
    • GSA (2003) Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects[S].
  • 5
    • 36549045149 scopus 로고    scopus 로고
    • UFC 4-010-01 DoD minimum antiterrorism standards for building (2002)
    • Department of Defense (DoD), United Facilities Criteria (UFC)
    • UFC 4-010-01 DoD minimum antiterrorism standards for building (2002)[S]. Department of Defense (DoD), United Facilities Criteria (UFC).
  • 6
    • 14544270620 scopus 로고    scopus 로고
    • ASCE 7-02 Minimum design loads for buildings and other structures
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    • (2002)
  • 7
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    • Nonlinear static analysis procedure - Progressive collapse evaluation
    • Design Engineers of Gilsanz Murray Steficek, LLP.
    • Guo Wenjun, Ramon Gilsanz. Nonlinear static analysis procedure - Progressive collapse evaluation[R]. Design Engineers of Gilsanz Murray Steficek, LLP., 2003: 1-11.
    • (2003) , pp. 1-11
    • Guo, W.1    Gilsanz, R.2
  • 10
    • 36549043990 scopus 로고    scopus 로고
    • Use of catenary cables to prevent progressive collapse of buildings
    • 2002[2006-09-20]
    • Abolhassan Astaneh-Asl, Erik A Madsen, Charles Noble, et al. Use of catenary cables to prevent progressive collapse of buildings[R/OL]. 2002[2006-09-20]. http://www.ce.berkeley.edu/-astaneh/1-Research/blast/.
    • Astaneh-Asl, A.1    Madsen, E.A.2    Noble, C.3
  • 11
    • 33750126112 scopus 로고    scopus 로고
    • Applicability of seismic design in mitigating progressive collapse
    • Corley W G. Applicability of seismic design in mitigating progressive collapse[R/OL].[2006-09-20]. http://www.nibs.org/MMC/.
    • (2006)
    • Corley, W.G.1
  • 12
    • 36549054753 scopus 로고    scopus 로고
    • Chinese source


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.