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- W2359688412 abstract "In the paper earthquake simulation shaking table test of masonry buildings(MBs) with or without RC framed lower floor(LF) and associated nonlinear dynamic response analysis are described.In the analysis the skeleton curve characterizing the interstory restoring force-displacement relationship of MB consisting of four linear segments was used,and the values of the relevant characteristic points on the curve were suggested.The good agreement of the analytical results with the experimental results shows that the proposed skeleton curve and the values of the relevant parameters are appropriate.To achieve a better understanding of the seismic performance of three kinds of MBs,including MB with one LF,MB with two LFs and MB without LF,a great number of nonlinear dynamic response analyses were conducted.In the analyses 16 earthquake ground accelerations recorded from different soil site conditions were used as the input motions.Numerical results show that the seismic performance of MB with LF(s) greatly relates with the site conditions.For Ⅰ-Ⅲ site classes the MB with LF(s) exhibits higher seismic resistance than the whole MB(i.e.MB without LF),and the MB with two LFs exhibits higher seismic resistance than that with one LF.For Ⅳ site class three kinds MBs considered have comparable seismic resistance.Besides,from the dynamic response analysis a rational story stiffness ratio of lowest masonry floor and its adjacent LF of within 2.5 and the maximum permissible total height of 21m,or the maximum permissible story number of seven are suggested for region of seismic intensity ofⅦ." @default.
- W2359688412 created "2016-06-24" @default.
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- W2359688412 date "2008-01-01" @default.
- W2359688412 modified "2023-09-24" @default.
- W2359688412 title "Seismic Performance of Masonry Building with RC Framed Lower Floor" @default.
- W2359688412 hasPublicationYear "2008" @default.
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