CAJ | 학술논문

以矮塔斜拉桥为工程背景，考虑矮塔斜拉桥在施工过程中的体系转换与非线性效应的影响，采用桥梁专用计算软件 MIDAS/CIVIL对矮塔斜拉桥施工过程进行模拟分析，分析了矮塔斜拉桥在恒载作用下，双非线性对桥梁挠度、内力及应力影响，提出了有益建议，可为同类桥梁的设计与施工控制提供一定的参考。
이왜탑사랍교위공정배경，고필왜탑사랍교재시공과정중적체계전환여비선성효응적영향，채용교량전용계산연건 MIDAS/CIVIL대왜탑사랍교시공과정진행모의분석，분석료왜탑사랍교재항재작용하，쌍비선성대교량뇨도、내력급응력영향，제출료유익건의，가위동류교량적설계여시공공제제공일정적삼고。
Taking the short tower cable-stayed bridge for the enginering background,Considering the influence of system transformation and the nonlinear effect of the short tower cable-stayed bridge in the construction process,Using the special bridge calculation software MIDAS/CIVIL simulation the con-struction process of the short tower cable-stayed bridge.Analysis of the short tower cable-stayed bridge under dead load,double nonlinear influence on the deflection,internal force and stress.Put forward the useful suggestions,may provide some references for design and construction of the Similar bridge.