Seismic damage evaluation of a steel building using stress triaxiality

Engineering Structures

Volumn 25, Issue 3, 2003, Pages 271-279

  Shama, A A ^a   Zarghamee, M S ^b   Ojdrovic, R P ^b   Schafer, B W ^c  

^a Parsons   (United States)

^b Simpson Gumpertz and Heger   (United States)

^c Johns Hopkins University   (United States)

Author keywords

Finite element; Fracture; Moment connections; Moment frames; Triaxiality

Indexed keywords

BUILDINGS; EARTHQUAKES; FINITE ELEMENT METHOD; FRACTURE; STEEL; STRESS ANALYSIS;

STEEL MOMENT FRAME BUILDINGS;

SEISMOLOGY;

EARTHQUAKE ENGINEERING; NORTHRIDGE EARTHQUAKE 1994; SEISMIC RESPONSE; STEEL STRUCTURE; STRUCTURAL RESPONSE;

EID: 0037321458     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00149-9     Document Type: Article

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