某酒店结构为特别不规则的复杂框支剪力墙结构,采用性能化设计流程进行抗震设计,结果表明结构能满足拟定的性能目标,同时根据计算结果对薄弱部位采用相应的加强措施。最后分析“塔楼偏置”对酒店结构影响程度,结果表明其影响有限,故建议对“塔楼偏置”的影响应根据每个具体结构特点仔细分析。 The structure of a hotel is particularly irregular and complicated frame-supported shear wall structure. The seismic design of the hotel is carried out by the performance-based design flow. The results show that the structure can meet the proposed performance target and the corresponding reinforcement measures are applied to the weak part according to the calculation result. Finally, we analyze the influence of “Tower Offset” on the hotel structure and the results show that its influence is limited. Therefore, it is suggested that the impact on the “Tower Offset” should be carefully analyzed according to each specific structural feature.