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- W4242413274 abstract "An accurate and practical testing technique to study seismic performance of multi-storey infilled frames is formulated. This technique is based on the pseudo-dynamic method which can provide an acceptable approximation of the dynamic performance of structures under the influence of earthquake excitation. The pseudo-dynamic experimental technique is outlined and applied for testing a two-bay, two-storey gravity load designed steel frame infilled with unreinforced concrete block masonry walls. From the discussion of the results, the dynamic performance of the tested structure is assessed. © 1998 John Wiley & Sons, Ltd." @default.
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- W4242413274 date "1998-06-01" @default.
- W4242413274 modified "2023-10-03" @default.
- W4242413274 title "Response of infilled frames using pseudo‐dynamic experimentation" @default.
- W4242413274 doi "https://doi.org/10.1002/(sici)1096-9845(199806)27:6<589::aid-eqe744>3.3.co;2-b" @default.
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