CAJ | 학술논문

为判断五跨连续刚构桥梁在试验荷载作用下的实际工作性能和承栽力，评价桥梁的施工质量，通过静载试验测定桥跨结构的静应变、静挠度等静力效应；通过动载试验测定桥跨结构的动应变、自振频率、冲击系数等动力性能，进而对桥梁结构的承载能力进行了综合评定。
위판단오과련속강구교량재시험하재작용하적실제공작성능화승재력，평개교량적시공질량，통과정재시험측정교과결구적정응변、정뇨도등정력효응；통과동재시험측정교과결구적동응변、자진빈솔、충격계수등동력성능，진이대교량결구적승재능력진행료종합평정。
A five span continuous rigid frame bridge in Zhejiang province employs two separate type two tank four-chambered structure box girder and V pier. To evaluate its actual performance and bearing capacity under test load and construction quality, made to check bridge span structure static strain, static deflection and dynamic load test is done to check bridge span structure dynamic strain, natural vibration frequency, impact coefficient. A comprehensive evaluation is given to the bridge structure load performance.