- 摘 要
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（啟迪設計集團股份有限公司， 蘇州 215021）
［摘要］中科院地理信息及文化產業(yè)項目地理樓和文化樓為平面及豎向不規(guī)則的超限高層。針對結構平面及豎向不規(guī)則，本工程采取適當加強措施，使其具有足夠的安全儲備，滿足結構既定的抗震能力；對于文化樓超長結構，補充樓板應力分析，按應力分析結果進行樓板配筋；三層連接兩棟樓的地球儀造型鋼結構平臺結構體系合理，傳力路徑明確，經計算分析表明結構的整體位移、承載力及整體穩(wěn)定均滿足規(guī)范要求。
［關鍵詞］平面及豎向不規(guī)則； 抗震能力； 樓板應力分析； 整體穩(wěn)定
中圖分類號：TU318文獻標識碼：A文章編號：1002-848X(2018)21-0052-04
Structural design of geographic information and cultural industry program of Chinese Academy of Sciences
Zhang Du, Wang Yifan, Dong Luoting, Ni Qiubin, Tang Shengping
(Tus-Design Group Co., Ltd., Suzhou 215021, China)
Abstract:The geography building and culture building of geographic information and cultural industry program of Chinese Academy of Sciences are out-of-code high-rise buildings with planar and vertical irregularities. Accordingly, strengthening measurements were taken to insure the structural safety and to satisfy the seismic competence; as for the super-long structure of the culture building, the floor stress analysis was supplemented and floor reinforcement was carried out based on the floor stress analysis results; the structural system of the globe steel platform with three stories connecting two buildings are reasonable and the force transmission path are clear. The calculation and analysis show that the overall displacement, bearing capacity and overall stability of the structure meet the requirements of the code.
Keywords:planar and vertical irregularity; seismic competence; floor stress analysis; overall stability
作者簡介：張杜，碩士，高級工程師，Email:du.zhang@siad-c.com。
