The application relates to the field of
bridge engineering and provides a
layout method and a construction method of a shear connector of a fabricated steel-concrete
composite girder bridge, which are based on
machine-bridge
coupling vibration response, a finite
element model of a steel-concrete composite taxiway bridge is established, the influence of bolt cluster degree and unevenness parameters on the dynamic performance of the fabricated steel-concrete
composite girder bridge is deeply studied, the
layout mode of the shear connector is optimized, the
vibration response under the
machine-bridge
coupling effect is effectively reduced, and the performance of the bridge structure under the action of the
airplane dynamic load and the operation quality of the
airplane are improved. Compared with the prior art, the application can significantly reduce the
vibration response of the bridge under the
airplane dynamic load, prolong the service life of the bridge, and improve the comfort of airplane operation. The technical scheme of the application provides a new theoretical basis and practical guidance for the design and construction of the steel-concrete
composite girder bridge, and has important
engineering application value and market promotion prospect.