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A platform for research: civil engineering, architecture and urbanism
Shaking table tests of a two-story unbraced steel frame
AbstractThis paper presents some shaking table tests for a one-bay, two-story steel frame under simulated earthquake loading. The test frame was designed to be capable of showing the second-order inelastic behavior under the earthquake loads and to avoid lateral torsional buckling of a single member. The descriptions of test specimen, instruments, set-up procedures, and results are presented. A comparison of the results obtained from experiment and numerical analysis using beam element model of the ABAQUS program is provided. The experiment aims to clarify the inelastic behavior of steel frames subjected to earthquake load and its results can be used to verify the validity of second-order inelastic dynamic analysis techniques of steel frames.
Shaking table tests of a two-story unbraced steel frame
AbstractThis paper presents some shaking table tests for a one-bay, two-story steel frame under simulated earthquake loading. The test frame was designed to be capable of showing the second-order inelastic behavior under the earthquake loads and to avoid lateral torsional buckling of a single member. The descriptions of test specimen, instruments, set-up procedures, and results are presented. A comparison of the results obtained from experiment and numerical analysis using beam element model of the ABAQUS program is provided. The experiment aims to clarify the inelastic behavior of steel frames subjected to earthquake load and its results can be used to verify the validity of second-order inelastic dynamic analysis techniques of steel frames.
Shaking table tests of a two-story unbraced steel frame
Kim, Seung-Eock (author) / Lee, Dong-Ho (author) / Ngo-Huu, Cuong (author)
Journal of Constructional Steel Research ; 63 ; 412-421
2006-04-11
10 pages
Article (Journal)
Electronic Resource
English
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