山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
33期
195-197
,共3页
钢混斜拉桥%结合段设计%传力机理%有限元分析
鋼混斜拉橋%結閤段設計%傳力機理%有限元分析
강혼사랍교%결합단설계%전력궤리%유한원분석
steel and concrete cable-stayed bridge%joint section design%transferring force mechanism%finite element analysis
以河北大街立交主桥为背景,详细介绍了钢混斜拉桥结合段设计,并通过有限元数值模拟分析了此结构的受力状态,为今后钢混结合段的设计提供了参考和借鉴。
以河北大街立交主橋為揹景,詳細介紹瞭鋼混斜拉橋結閤段設計,併通過有限元數值模擬分析瞭此結構的受力狀態,為今後鋼混結閤段的設計提供瞭參攷和藉鑒。
이하북대가입교주교위배경,상세개소료강혼사랍교결합단설계,병통과유한원수치모의분석료차결구적수력상태,위금후강혼결합단적설계제공료삼고화차감。
Taking overpass main bridge of Hebei avenue as the background, this paper introduced in detail the steel and concrete cable-stayed bridge joint section design, and through the finite element numerical simulation analyzed the stress state of this structure, provided reference for future steel and concrete joint section design.
