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Volumn 160, Issue 5, 2007, Pages 247-257

Catenary action in steel-framed buildings

Author keywords

Building structures design; Design methods aids; Steel structures

Indexed keywords

COLUMNS (STRUCTURAL); FORCE MEASUREMENT; ROBUSTNESS (CONTROL SYSTEMS); STRUCTURAL ANALYSIS;

EID: 36049038581     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/stbu.2007.160.5.247     Document Type: Article
Times cited : (46)

References (16)
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  • 2
    • 36048990954 scopus 로고    scopus 로고
    • BRITISH STANDARDS INSTITUTION. Structural Use of Concrete. BSI, London, 1997, BS 8110: part 1.
    • BRITISH STANDARDS INSTITUTION. Structural Use of Concrete. BSI, London, 1997, BS 8110: part 1.
  • 4
    • 36049009180 scopus 로고    scopus 로고
    • BRITISH STANDARDS INSTITUTION, BSI, London, part
    • BRITISH STANDARDS INSTITUTION. Loadings for Buildings. BSI, London, 1996. BS 6399: part 1.
    • (1996) Loadings for Buildings , vol.BS 6399 , Issue.1
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    • 36048973688 scopus 로고    scopus 로고
    • Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects
    • GENERAL SERVICES ADMINISTRATION, Washington, D.C
    • GENERAL SERVICES ADMINISTRATION. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Office of Chief Architect, Washington, D.C., 2003.
    • (2003) Office of Chief Architect
  • 6
    • 36049020093 scopus 로고    scopus 로고
    • Is catenary action sufficient to resist progressive collapse in a steel framed building?
    • HOFFMEISTER B. and HECHLER H, eds, Druck and Verlagshaus Mainz Gmblt Aachen, Aachen, section 4-10, pp
    • LIU R., DAVISON J. B. and TYAS A. Is catenary action sufficient to resist progressive collapse in a steel framed building? Fourth European Conference on Steel and Composite Structures (HOFFMEISTER B. and HECHLER H. (eds)). Druck and Verlagshaus Mainz Gmblt Aachen, Aachen, 2005, Vol. C, section 4-10, pp. 155-162.
    • (2005) Fourth European Conference on Steel and Composite Structures , vol.100 , pp. 155-162
    • LIU, R.1    DAVISON, J.B.2    TYAS, A.3
  • 7
    • 36048975502 scopus 로고    scopus 로고
    • BAKER J. F., WILLIAMS E. L. and LAX D. The design of framed buildings against high-explosive bombs. The Civil Engineer In War, III: Properties of Materials, Structures, Hydraulics, Tunnelling and Surveying (BAKER J. F. (ed.)). Institution of Civil Engineers, London, 1948, pp. 80-113.
    • BAKER J. F., WILLIAMS E. L. and LAX D. The design of framed buildings against high-explosive bombs. The Civil Engineer In War, Vol. III: Properties of Materials, Structures, Hydraulics, Tunnelling and Surveying (BAKER J. F. (ed.)). Institution of Civil Engineers, London, 1948, pp. 80-113.
  • 9
    • 36049048761 scopus 로고    scopus 로고
    • STEEL CONSTRUCTION INSTITUTE, SCI, Berkshire, Publication No. P206
    • STEEL CONSTRUCTION INSTITUTE. Joints in Simple Construction. SCI, Berkshire, 2002, Publication No. P206.
    • (2002) Joints in Simple Construction
  • 10
    • 13944258945 scopus 로고    scopus 로고
    • Moment-rotation parameters for composite shear tab connections
    • LIU J. and ASTANEH-ASL A. Moment-rotation parameters for composite shear tab connections. Journal of Structural Engineering, ASCE, 2004, 130, No. 9, 1371-1380.
    • (2004) Journal of Structural Engineering, ASCE , vol.130 , Issue.9 , pp. 1371-1380
    • LIU, J.1    ASTANEH-ASL, A.2
  • 11
    • 36049037062 scopus 로고    scopus 로고
    • BRITISH STANDARDS INSTITUTION. Structural Use of Steelwork in Building. BSI, London, 1990. BS 5950: part 3, section 3-1.
    • BRITISH STANDARDS INSTITUTION. Structural Use of Steelwork in Building. BSI, London, 1990. BS 5950: part 3, section 3-1.
  • 12
    • 36049020760 scopus 로고
    • BRITISH STANDARDS INSTITUTION, BSI, London, part
    • BRITISH STANDARDS INSTITUTION. Structural Use of Steelwork in Building. BSI, London, 1994. BS 5950: part 4.
    • (1994) Structural Use of Steelwork in Building , vol.BS 5950 , Issue.4
  • 15


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.