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某超高层办公综合楼,地下室3层,地上36层,建筑总高度为135.30m,工程采用钢筋混凝土框架-剪力墙结构,属于B级高度建筑,同时存在扭转不规则,楼板不连续等不规则情况,根据现行规范要求,进行了抗震性能分析、上部结构设计、结构地基基础设计,并采取了加强措施,保证结构安全。
A super high-rise office building, three basement floors, 36 floors above ground, the total building height of 135.30m, the project uses reinforced concrete frame - shear wall structure, belonging to the B-level building, while there is an irregular twist, the floor is not continuous, etc. Rules, according to the requirements of the current codes, seismic performance analysis, superstructure design, foundation design of the structure were carried out and strengthened measures were taken to ensure the structural safety.