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- W2393028412 abstract "In order to study the effect of horizontal strengthened layer on the steel frame-core tube structure under earthquake action,a 34 layer steel frame-core tube built without strengthen layer and with one,two,three reinforcing strengthened layers was selected to evaluate the dynamic elastic-plastic time-history effect.Through calculation,the floor displacement response and the distribution of plastic hinges of four kinds of structures under seismic principal direction of 7 degrees,8 degrees,9 degrees of rare earthquake were derived. The effect of aseismic performance on structures with different numbers of strengthened layers has been comprehensively analyzed. The results show that setting the strengthening layer can improve the stiffness of the structure,and the seismic effect of two strengthened layers is better than that with one or three reinforcing layers." @default.
- W2393028412 created "2016-06-24" @default.
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- W2393028412 date "2014-01-01" @default.
- W2393028412 modified "2023-09-28" @default.
- W2393028412 title "The dynamic time-history analysis of steel frame-core tube structure with strengthened layer" @default.
- W2393028412 hasPublicationYear "2014" @default.
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