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《預(yù)應(yīng)力混凝土連續(xù)梁橋病害分析與體外預(yù)應(yīng)力加固分析》由會(huì)員上傳分享，免費(fèi)在線閱讀，更多相關(guān)內(nèi)容在行業(yè)資料-天天文庫(kù)。
1、哈爾濱工業(yè)大學(xué)工程碩士學(xué)位論文目錄摘要..........................................................................................................................IAbstract....................................................................................................................
2、...II第1章緒論...............................................................................................................11.1研究背景和意義.......................................................................................11.2PC梁橋病害概述...................................
3、...................................................31.3體外預(yù)應(yīng)力加固技術(shù)................................................................................51.4本文主要研究?jī)?nèi)容...................................................................................6第2章箱梁受力特性及常見(jiàn)病害成因分析........
4、...................................................72.1箱梁的受力特點(diǎn).......................................................................................72.2PC箱梁橋的下?lián)吓c徐變...........................................................................82.2.1下?lián)霞俺梢蚍治?.............
5、........................................................................82.2.2混凝土徐變對(duì)梁橋的影響....................................................................102.3PC箱梁橋的裂縫與剪力滯效應(yīng)..............................................................112.3.1裂縫及成因分析..............
6、......................................................................112.3.2剪力滯效應(yīng)對(duì)箱梁橋的影響................................................................142.4背景工程簡(jiǎn)介.........................................................................................152.5本章小結(jié)....
7、............................................................................................16第3章PC梁橋徐變效應(yīng)分析................................................................................173.1混凝土徐變特性的描述方法..............................................................
8、....173.1.1徐變度....................................................................................................173.1.2徐變系數(shù).............
