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济阳文体中心大空间剧场采用混凝土,框架剪力墙结构体系,二层楼座及屋面大梁采用后张有粘接预应力混凝土梁,其支承柱采用型钢混凝土柱,采用抗震性能设计,使结构很好地满足建筑功能要求,同时具有较好的抗震能力。
The large space theater in Jiyang Cultural Center adopts the concrete and frame shear wall structure system. The second floor and the roof girder adopt the post-tensioned prestressed concrete beam and the supporting columns are made of steel reinforced concrete columns. The seismic performance design is adopted to make the structure Well to meet the functional requirements of the building, at the same time has a good seismic capacity.