Monotonic and cyclic tests on shear diaphragm dissipators for steel frames

Advanced Steel Construction

Volumn 2, Issue 1, 2006, Pages 1-21

  Williams, M S ^a   Albermani, F ^b  

^a UNIVERSITY OF OXFORD   (United Kingdom)

^b UNIVERSITY OF QUEENSLAND   (Australia)

Author keywords

Energy dissipative device; Seismic retrofitting; Shear panel

Indexed keywords

BRACED FRAME; CYCLIC TESTS; DIAPHRAGM PLATE; DISSIPATIVE DEVICES; ENERGY DISSIPATION CAPACITIES; LATERAL DEFORMATION; PURE SHEAR; RIG DESIGN; SEISMIC RETROFITTING; SHEAR DIAPHRAGM; SHEAR PANELS; SQUARE HOLLOW SECTIONS; STEEL FRAME; YIELD FORCE; YIELDING SHEAR PANEL;

CYCLIC LOADS; DEFORMATION; ENERGY DISSIPATION; RETROFITTING; SEISMOLOGY; STRUCTURAL FRAMES;

DIAPHRAGMS;

EID: 40249099752     PISSN: 1816112X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (4)

1. AS 4100 - 1990. Steel structures. Australian Standards Association, Homebush NSW, Australia.
2. Blackeborough, A., Williams, M.S., Darby, A.P. and Williams, D.M., "The development of real-time substructure testing", Philosophical Transactions of the Royal Society of London, Series A, 2001, 359(1786), 1869-92.
3. OneSteel, Structural steel products tables, 2003. www.onesteel.com
4. Zieman, R.D. and McGuire, W., "Mastan 2 Version 1.0", Wiley, New York, 2000.