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Volumn 18, Issue 4, 2009, Pages 455-465

Evaluation of progressive collapse potential of steel moment frames considering catenary action

Author keywords

[No Author keywords available]

Indexed keywords

ALTERNATE PATH METHOD; ANALYSIS RESULTS; BEAM-COLUMN JOINTS; BRACED FRAME; CATENARY ACTIONS; FRAMED STRUCTURE; GENERAL SERVICES ADMINISTRATION; MAXIMUM VALUES; NON-LINEAR DYNAMIC ANALYSIS; NONLINEAR STATICS; PROGRESSIVE COLLAPSE; STEEL MOMENT FRAMES; TENSILE CAPACITY;

EID: 67049146269     PISSN: 15417794     EISSN: 15417808     Source Type: Journal    
DOI: 10.1002/tal.448     Document Type: Article
Times cited : (107)

References (14)
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    • (2000) Load Resistance Factor Design Specifi cation for Structural Steel Buildings
  • 2
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    • American Society of Civil Engineers (ASCE) 7-05. 2005. Minimum Design Loads for Buildings and Other Structures. American Society of Civil Engineers: New York.
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    • Abu Dhabi, UAE; Nov. 29-Dec. 1, pp
    • Astaneh-Asl A. 2003. Progressive collapse prevention in new and existing buildings. In Proceedings of the 9th Arab Structural Engineering Conference, Abu Dhabi, UAE; Nov. 29-Dec. 1, pp. 1001-1008.
    • (2003) Proceedings of the 9th Arab Structural Engineering Conference , pp. 1001-1008
    • Astaneh-Asl, A.1
  • 4
  • 5
    • 3042687140 scopus 로고    scopus 로고
    • Design of steel structures for blast-related progresseive collapse resistance
    • March
    • Hamburger RO, Whittaker, AS. 2004. Design of steel structures for blast-related progresseive collapse resistance. Modern Steel ConstructionMarch: 45-51.
    • (2004) Modern Steel Construction , pp. 45-51
    • Hamburger, R.O.1    Whittaker, A.S.2
  • 6
    • 0003826055 scopus 로고    scopus 로고
    • IBC, International Code Council: Falls Church, VA
    • IBC. 2006. International Building Code. International Code Council: Falls Church, VA.
    • (2006) International Building Code
  • 7
    • 34247237838 scopus 로고    scopus 로고
    • Collapse behavior of steel special moment resisting frame connections
    • Khandelwal K, El-Tawil S. 2007. Collapse behavior of steel special moment resisting frame connections. Journal of Structural Engineering, ASCE 133(5): 646-655.
    • (2007) Journal of Structural Engineering, ASCE , vol.133 , Issue.5 , pp. 646-655
    • Khandelwal, K.1    El-Tawil, S.2
  • 9
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    • National Institute of Standard and Technology (NIST). 2007. Best Practices for Reducing the Potential for Progressive Collapse in Buildings. NISTIR 7396 Gaithersburg, MD.
    • National Institute of Standard and Technology (NIST). 2007. Best Practices for Reducing the Potential for Progressive Collapse in Buildings. NISTIR 7396 Gaithersburg, MD.
  • 12
    • 67049095035 scopus 로고    scopus 로고
    • Unifi ed Facilities Criteria (UFC). 2005. Design of Buildings to Resist Progressive Collapse, (UFC4-023-03).Department of Defense.
    • Unifi ed Facilities Criteria (UFC). 2005. Design of Buildings to Resist Progressive Collapse, (UFC4-023-03).Department of Defense.
  • 13
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    • Yin YZ, Yang YC. 2005. Analysis of catenary action in steel beams using a simplifi ed hand calculation method, Part 1: theory and validation for uniform temperature distribution. Journal of Constructional Steel Research 61: 83-211.
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  • 14
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    • Considering catenary action in designing end-restrained steel beams in fi re
    • Yu HX, Richard Liew JY. 2005. Considering catenary action in designing end-restrained steel beams in fi re. Advances in Structural Engineering 8(3): 309-324.
    • (2005) Advances in Structural Engineering , vol.8 , Issue.3 , pp. 309-324
    • Yu, H.X.1    Richard Liew, J.Y.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.