上海嘉定新城某超限層結構設計
金 建
- 摘 要
-
（中國建筑設計研究院上海分院，上海 200120）[摘要]工程采用鋼筋混凝土部分框架剪力墻結構。采用基于性能的抗震設計方法，驗證不同水準下結構及構件的抗震性能，包括多遇地震彈性計算、彈性時程分析、罕遇地震分析。最后提出了相應的設計措施，使結構能實現(xiàn)預期的性能目標。[關鍵詞]超限高層;結構抗震性能設計中圖分類號：TU317.2 文獻標識碼：A 文章編號：1002-848X(2013)S1-0228-03Structure design on ultra-limit high-rise building in Jiading Metro of ShanghaiJin Jian(China Architecture Design & Research Group (Shanghai), Shanghai 200120, China)Abstract: The frame shear wall structure is adopted for this project. Performance based seismic design was proposed. Structure and component performance were verified under different levels, including elastic analysis under frequent earthquake, elastic time history analysis, analysis of rare earthquake. Series of relevant were suggested to make sure the performance object can be well realized.Keywords: ultra-limit high-rise building; performance-based seismic design of structure
