- 摘 要
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王依群 康谷貽
(天津大學(xué)建筑工程學(xué)院 天津 300072)[提要] 為混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范( GI3J10 - 89)的修訂,從受剪和受純扭構(gòu)件最小配筋率入手,通過理論分析,給出了剪一扭構(gòu)件最小配筋率的實(shí)用計(jì)算公式,并與規(guī)范(征求意見稿)計(jì)算公式進(jìn)行了比較。
[關(guān)鍵詞] 剪一扭 構(gòu)件 最小配筋率For the rcvision of the Concrete Structure Design Code( GBJ10-89), bascd on the minimum pcrccntage of rcinforccmcnt of concrcte mcmbcrs undcr shcar and pure torsion, and through thcorctical analysis,a practical calculating formula for the minimum pcrccntage of rcinforccmcnr of rhc mcmbcrs undcr shcar and torsion is prcscntcd. The comparison is prcscntcd bctwccn the formula and those in the vision for solicit opinions of the ncw codc.
Keywords: shcar-torsion; concrcte mcmbcrs; minimum pcrccntagc; rcinforccmcnt
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