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1、目錄1、工程概況.........................................................................................................................22、設(shè)計(jì)規(guī)范及技術(shù)標(biāo)準(zhǔn).......................................................................................................32.1設(shè)計(jì)規(guī)范......................
2、..................................................................................................32.2技術(shù)標(biāo)準(zhǔn)........................................................................................................................33、上部結(jié)構(gòu).........................................
3、................................................................................43.1計(jì)算模式.........................................................................................................................43.2計(jì)算荷載.........................................................
4、...............................................................63.3荷載組合........................................................................................................................63.4結(jié)構(gòu)驗(yàn)算...........................................................................
5、..............................................63.4.1穩(wěn)定性驗(yàn)算..............................................................................................................63.4.2強(qiáng)度驗(yàn)算.................................................................................................
6、.................73.4.3撓度驗(yàn)算...............................................................................................................103.4.4豎向自振頻率.......................................................................................................113.4.5支座反力.........
7、.......................................................................................................124、下部結(jié)構(gòu).......................................................................................................................134.1橋墩結(jié)構(gòu)驗(yàn)算.................................
8、.............................................................................134.2
