Numerical analysis and design implications of the seismic behaviour of one-storey steel bracing systems

Engineering Structures

Volumn 18, Issue 2, 1996, Pages 162-178

  Perotti, F ^a   De Amici, A ^b   Venturini, P ^c  

^a UNIVERSITY OF BRESCIA   (Italy)

^b DLCsrl ^*  (Italy)

^c DLCsrl   (Italy)

Author keywords

Braced steel frames; Seismic loading

Indexed keywords

COMPUTER SIMULATION; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; ESTIMATION; FATIGUE OF MATERIALS; FINITE ELEMENT METHOD; LOADS (FORCES); NUMERICAL ANALYSIS; SPECTRUM ANALYSIS; STRUCTURAL DESIGN; STRUCTURAL FRAMES;

BRACED STEEL FRAMES; DYNAMIC NONLINEAR ANALYSIS; ONE STOREY BRACING SYSTEMS; SEISMIC LOADING;

STEEL STRUCTURES;

EID: 0030085235     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/0141-0296(95)00004-6     Document Type: Article

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