公路交通技术
公路交通技術
공로교통기술
Technology of Highway and Transport
2015年
5期
83-88
,共6页
下弦杆断裂%影响线%有限元模型修正%桥梁承载能力评定
下絃桿斷裂%影響線%有限元模型脩正%橋樑承載能力評定
하현간단렬%영향선%유한원모형수정%교량승재능력평정
fracture of lower boom%influence curve%correction of finite element model%assessment of carrying capacity of bridge
对西藏藏族自治区某悬索桥病害成因进行分析，以对其承载能力评定进行阐述。采用前期病害检查和结构准静态实测广义影响线来修正有限元理论模型，以明确结构的实际承载能力。整个分析及评定过程主要包括4方面内容：1）前期病害检查；2）病害原因分析；3）桥梁验证性荷载试验；4）桥梁承载能力评定。
對西藏藏族自治區某懸索橋病害成因進行分析，以對其承載能力評定進行闡述。採用前期病害檢查和結構準靜態實測廣義影響線來脩正有限元理論模型，以明確結構的實際承載能力。整箇分析及評定過程主要包括4方麵內容：1）前期病害檢查；2）病害原因分析；3）橋樑驗證性荷載試驗；4）橋樑承載能力評定。
대서장장족자치구모현색교병해성인진행분석，이대기승재능력평정진행천술。채용전기병해검사화결구준정태실측엄의영향선래수정유한원이론모형，이명학결구적실제승재능력。정개분석급평정과정주요포괄4방면내용：1）전기병해검사；2）병해원인분석；3）교량험증성하재시험；4）교량승재능력평정。
This paper analyzes reasons of diseases of some suspension bridge in Tibet Autonomous Region to expatiates assessment of its carrying capacity.The paper adopts inspection of diseases at earlier stage and quasi -static test of generalized influence curve of structures to correct the model of finite element theory to make clear the actual carrying capacity of structures.The whole analysis and assessment process mainly includes four parts:1)Inspection of diseases at early stage;2)Analysis for reasons of diseases;3)confirmatory load test of bridges;and 4)Assessment of carrying capacity of bridges.
