本文選題：截面形狀　切入點(diǎn)：鋼筋阻滯　出處：《建筑技術(shù)》2017年05期 　論文類型：期刊論文

【摘要】：以截面形狀替代原始形狀,結(jié)合鋼筋阻滯作用的擋水建筑物剪力墻隔震設(shè)計,彌補(bǔ)了原有墻體承載力、剛度及其廷性、耗能、滯回特性的不足。為確定截面形狀鋼筋阻滯作用下的剪力墻隔震設(shè)計的有效性,進(jìn)行了擋水建筑物剪力墻開裂破壞試驗,結(jié)果表明截面形狀及鋼筋阻滯作用的擋水建筑物剪力墻的隔震性能明顯優(yōu)于原始形狀的剪力墻設(shè)計,鋼筋阻滯作用明顯增強(qiáng),承載力和延性效果顯著。
[Abstract]:The isolation design of shear wall of water-retaining building with section shape instead of original shape, combined with reinforcing bar block, makes up for the original wall bearing capacity, stiffness, formality and energy consumption. In order to determine the effectiveness of shear wall isolation design under the action of section shape steel bar block, the cracking and failure test of shear wall in water retaining structure is carried out. The results show that the seismic isolation performance of the shear wall with section shape and steel bar block is obviously better than that of the original shape shear wall design. The reinforcing bar block effect is obviously enhanced and the effect of bearing capacity and ductility is remarkable.
【作者單位】： 廣西機(jī)電職業(yè)技術(shù)學(xué)院;
【分類號】：TV314

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本文編號：1636844