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1、本文旨在對鋼-連續(xù)纖維復合筋(Steel Fiber Composite Bar,簡稱SFCB)加固鋼筋混凝土框架抗連續(xù)倒塌性能進行分析研究，利用軟件SAP2000 V15.0.1，建立了22m×18m，層高16m的典型鋼筋混凝土框架結(jié)構(gòu)模型，進行傳統(tǒng)鋼筋加固和SFCB筋加固下結(jié)構(gòu)性能的對比;根據(jù)相關SFCB筋材性能研究，確定軟件中力學性能的調(diào)整系數(shù)，以更接近筋材的實際情況;利用備用路徑法對模型分別進行角柱，中柱，內(nèi)柱拆除的三種情況，對
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