CAJ | 학술논문

针对一座外倾式非对称钢箱拱桥，通过利用桥梁结构专业软件Midas/civil建立其空间杆系有限元模型进行整体受力性能分析，探讨主要受力结构拱肋、吊杆以及钢箱主梁的力学特点；并通过外倾角的改变研究分析了吊杆内力随拱肋外倾角改变的变化规律，对于完善该类异型拱桥的设计理论、工程施工，确保结构安全、设计合理等方面都有一定的参考价值。
침대일좌외경식비대칭강상공교，통과이용교량결구전업연건Midas/civil건립기공간간계유한원모형진행정체수력성능분석，탐토주요수력결구공륵、조간이급강상주량적역학특점；병통과외경각적개변연구분석료조간내력수공륵외경각개변적변화규률，대우완선해류이형공교적설계이론、공정시공，학보결구안전、설계합리등방면도유일정적삼고개치。
Focusing on an outward-inclined asymmetric steel-box arch bridge, its spatial finite element model was established by employing the bridge engineering software MIDAS CIVIL so as to analyze the working stress state of the whole arch bridge. Meanwhile, the mechanical behaviors of the main load-bearing structures were researched, including the arch ribs, the suspenders and the steel box girder. Moreover, the relationship between the internal forces of the suspenders and the different camber angles of the arch ribs was obtained in this study. The research results can be used as reference for perfecting design theory and construction method of this kind of special-shaped arch bridge, for ensuring structural safety, for boosting reasonability of design, and so on.