Calculation of serviceability deflections for non-sway frames with semi-rigid connections

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 116, Issue 2, 1996, Pages 186-193

  Gibbons, C ^a   Kirby, P A ^b   Nethercot, D A ^c  

^a ARUP   (United Kingdom)

^b UNIVERSITY OF SHEFFIELD   (United Kingdom)

^c UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BEAMS AND GIRDERS; CALCULATIONS; ELASTICITY; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; STRUCTURAL FRAMES; STRUCTURAL LOADS;

LINEAR CONNECTION STIFFNESS; NON SWAY FRAMES; NONLINEAR CONNECTION RESPONSE; SEMI RIGID CONNECTIONS; SERVICEABILITY DEFLECTIONS;

DEFLECTION (STRUCTURES);

EID: 0030150594     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/istbu.1996.28286     Document Type: Article

References (12)

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