CAJ | 학술논문

云南大理下关泰安桥为提升通行能力，在原桥两侧新建两座人行桥，人行桥设计为不对称外倾拱桥。不对称拱桥由于仅在单侧设置拉索(吊杆)，所以需在提供竖向支撑力和保证主梁稳定性之间寻求平衡。本文研究了三种设计方案，为类似桥梁设计提供参考。
운남대리하관태안교위제승통행능력，재원교량측신건량좌인행교，인행교설계위불대칭외경공교。불대칭공교유우부재단측설치랍색(조간)，소이수재제공수향지탱력화보증주량은정성지간심구평형。본문연구료삼충설계방안，위유사교량설계제공삼고。
Yunnan Dali Shimonoseki Tai’an Bridge to enhan-ce capacity, built two new footbridges the on both sides of the original bridge, designed as the unsymmetrical extroversion arch bridge. Because of asymmetric arch bridge cable is prov-ided only in the unilateral (boom), so need to provide vertical support and guarantee the balance between the stability of ma-in girder. This paper studies three kinds of design schemes, w-hich wil provide reference for similar bridge design.