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A platform for research: civil engineering, architecture and urbanism
Experimental behaviour of multi-storey steel frames
AbstractTwo kinds of test were conducted on three-storey steel frames. One was a static test under monotonically increasing loads, while the other was a pseudo-dynamic test using the on-line earthquake response test technique. The results obtained from the two tests on identical frames showed the possibility of representing dynamic load effects by an equivalent static load. It can be concluded that the seismic static design of frames can be performed based on the results of a static analysis instead of dynamic analyses.
Experimental behaviour of multi-storey steel frames
AbstractTwo kinds of test were conducted on three-storey steel frames. One was a static test under monotonically increasing loads, while the other was a pseudo-dynamic test using the on-line earthquake response test technique. The results obtained from the two tests on identical frames showed the possibility of representing dynamic load effects by an equivalent static load. It can be concluded that the seismic static design of frames can be performed based on the results of a static analysis instead of dynamic analyses.
Experimental behaviour of multi-storey steel frames
Takanashi, Koichi (author)
Journal of Constructional Steel Research ; 29 ; 175-189
1994-01-01
15 pages
Article (Journal)
Electronic Resource
English
Experimental Behaviour of Multi-Storey Steel Frames
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