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Volumn 31, Issue 7, 2005, Pages 861-876

Finite element analysis of steel beam to column connections subjected to blast loads

Author keywords

Blast loads; Finite element modeling; Steel connections

Indexed keywords

COLUMNS (STRUCTURAL); DEFLECTION (STRUCTURES); DEGREES OF FREEDOM (MECHANICS); DYNAMIC LOADS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STEEL STRUCTURES; STRUCTURAL LOADS; YIELD STRESS;

EID: 12244277427     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijimpeng.2004.04.013     Document Type: Article
Times cited : (74)

References (12)
  • 2
    • 0033316813 scopus 로고    scopus 로고
    • Bomb blast damage to a concrete-framed office building Ceylinco House - Columbo, Sri Lanka
    • New Orleans, LA
    • Caldwell T. Bomb blast damage to a concrete-framed office building Ceylinco House - Columbo, Sri Lanka. Proceedings of Structures Congress, New Orleans, LA; 1999.
    • (1999) Proceedings of Structures Congress
    • Caldwell, T.1
  • 3
    • 0033349269 scopus 로고    scopus 로고
    • Structural concrete and steel connections for blast resistant design
    • Krauthammer T. Structural concrete and steel connections for blast resistant design. Int J Impact Eng. 22(9-10):1999;887-910
    • (1999) Int J Impact Eng , vol.22 , Issue.910 , pp. 887-910
    • Krauthammer, T.1
  • 4
    • 0033349269 scopus 로고    scopus 로고
    • Blast resistant structural concrete and steel connections
    • Krauthammer T., Oh G.J. Blast resistant structural concrete and steel connections. Int J Impact Eng. 22:1999;887-910
    • (1999) Int J Impact Eng , vol.22 , pp. 887-910
    • Krauthammer, T.1    Oh, G.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.