本文選題：火災(zāi) + 偏心受壓構(gòu)件��； 參考：《建筑結(jié)構(gòu)》2016年S1期

【摘要】：結(jié)合鋼筋混凝土結(jié)構(gòu)加固方法和火災(zāi)后構(gòu)件損傷截面特征參數(shù),給出了受火后偏心受壓構(gòu)件加固量的統(tǒng)一公式,并將其應(yīng)用到各種加固方法計(jì)算中。通過(guò)案例,體現(xiàn)了統(tǒng)一公式在受火后結(jié)構(gòu)加固計(jì)算中具有簡(jiǎn)潔、準(zhǔn)確和快速的特點(diǎn)。
[Abstract]:Combined with the reinforcement method of reinforced concrete structure and the characteristic parameters of damage section of members after fire, the unified formula of strengthening quantity of eccentric compression members after fire is given, and it is applied to the calculation of various reinforcement methods. A case study shows that the unified formula has the characteristics of simplicity, accuracy and rapidity in the calculation of structure reinforcement after fire.
【作者單位】： 南京工業(yè)大學(xué)土木工程學(xué)院;江蘇建華建設(shè)有限公司;
【分類號(hào)】：TU375
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本文編號(hào)：1993021