山东交通科技
山東交通科技
산동교통과기
SHANDONG JIAOTONG KEJI
2014年
6期
61-65
,共5页
GQJS%MIDAS%连续刚构桥梁%受力变形特征%结构分析
GQJS%MIDAS%連續剛構橋樑%受力變形特徵%結構分析
GQJS%MIDAS%련속강구교량%수력변형특정%결구분석
GQJS%MIDAS%continuous rigid frame bridge%force deformation characteristics%structural analysis
针对多跨连续刚构桥梁桥跨数多，体积和自重大，结构稳定性受多方面因素影响，采用GQJS和MIDAS结构分析软件对桥梁上下部结构和最不利状态下的应力变形特征分析。
針對多跨連續剛構橋樑橋跨數多，體積和自重大，結構穩定性受多方麵因素影響，採用GQJS和MIDAS結構分析軟件對橋樑上下部結構和最不利狀態下的應力變形特徵分析。
침대다과련속강구교량교과수다，체적화자중대，결구은정성수다방면인소영향，채용GQJS화MIDAS결구분석연건대교량상하부결구화최불리상태하적응력변형특정분석。
This article conducts analysis which respects to the across multiple, large volume and weight of multi -span continuous rigid frame bridge which structural stability is influenced by various factors . GQJS and MIDAS structural analysis softwares are used to analyze the top and bottom of the bridge structure and stress -deformation characteristics under the most adverse conditions.
