Abstract
Prefabricated reinforced concrete structures is a common structural system, currently developed in Europe countries, precast concrete structures has become the main form of new buildings. Precast concrete structures can be divided into monolithic assembly (after pouring monolithic) and fully assembled in two forms. In general, the whole assembly of precast concrete structures can achieve the same or nearly the same cast concrete structure seismic performance. For the whole precast concrete structures, seismic performance will depend to a large extent connected beam-column joints structure. In this paper, a complete set of in-situ assembly of high strength concrete beams, precast concrete structure of high strength concrete after pouring monolithic assembly of beams and high-strength precast concrete beam and column assembly fully assembled full scale model of the seismic performance comparison test, the results for the engineering application of precast concrete structure has good reference value.
