摘要
惠州合生国际大酒店为超B级高度的超限高层建筑,设计中利用ABAQUS进行了罕遇地震下的动力弹塑性时程分析,研究了结构在实际地震作用下出现的破坏模式和塑性发展特点,对结构的抗震性能作出较合理的全面评价,发现并了解结构的抗震薄弱部位,最后为加强结构整体抗震能力提出若干建议和措施。
Huizhou International Hotel Building is a ultra-height and complicated tall building. Elastic-plastic time-history analysis is performed by ABAQUS subjected of the actural seismic waves. The failure modes and plastic zone development of the building are researched. Based on the overall analytical study,the seismic measures and details are proposed for the weak place and seismic capacity of the structure.
出处
《广东土木与建筑》
2010年第3期3-6,共4页
Guangdong Architecture Civil Engineering
