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Test of multi-storey rigid steel frame
Three story 2×1 bay full-size, rigid-jointed, steel frame was fabricated and erected in new structures laboratory at Building Research Station at Garston, Great Britain; frame was tested to investigate its behavior under working loads and at failure; test procedure and instrumentation employed; major-axis beams and columns gave higher load factor at failure than that assumed in Joint Committee Report of Institute of Welding, allowing for discrepancies in yield strength and inevitable over-design of members; minor-axis beams, however, tended to give lower load factor at failure; discrepancies between assumed and actual behavior are commented.
Test of multi-storey rigid steel frame
Three story 2×1 bay full-size, rigid-jointed, steel frame was fabricated and erected in new structures laboratory at Building Research Station at Garston, Great Britain; frame was tested to investigate its behavior under working loads and at failure; test procedure and instrumentation employed; major-axis beams and columns gave higher load factor at failure than that assumed in Joint Committee Report of Institute of Welding, allowing for discrepancies in yield strength and inevitable over-design of members; minor-axis beams, however, tended to give lower load factor at failure; discrepancies between assumed and actual behavior are commented.
Test of multi-storey rigid steel frame
Structural Engr
Wood, R.H. (author) / Needham, F.H. (author) / Smith, R.F. (author)
Structural Engineer ; 46
1968
13 pages
Article (Journal)
English
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Test of a multi-storey rigid steel frame
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