CANNY軟件在非線性動力彈塑性分析中的應用簡介
雷 陽1， 趙 楠1， 魏利金1， 李康寧2
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雷 陽1， 趙 楠1， 魏利金1， 李康寧2（1北京三磊建筑設計有限公司，北京100048; 2 CANNY Consultants PTE LTD，新加坡）[摘要] 介紹了三維彈塑性分析程序CANNY及其在結構抗震分析中的應用。結合中國科學技術新館項目，采用CANNY軟件建立計算模型，對預應力結構、空間組合結構及鋼筋混凝土結構進行精確模擬，對復雜結構做如此大規(guī)模的動力全過程狀態(tài)模擬在國內尚屬首次。通過非線性動力彈塑性分析，驗證了中國科學技術新館結構在罕遇地震下具有較高的安全儲備和耗能能力，最大彈塑性位移遠小于規(guī)范限值，地震動輸入能量主要通過結構阻尼耗能。[關鍵詞] CANNY；復雜結構；非線性；彈塑性；動力中圖分類號：TU313.3 文獻標識碼：A 文章編號：1002-848X(2012) S2-0224-04Application of CANNY Software in the nonlinear dynamic elasto-plastic analysisLei Yangl, Zhao Nanl, Wei Lijinl, Li Kangning2(1 Beijing Sunlay Design Inc., Beijing 100048, China; 2 CANNY Consultants PTE LTD, Singapore)Abstract: The three-dimensional elastic-plastic analysis software CANNY and its application in seismic response analysis are introduced. The analysis model of the new China Science and Technology Museum is built in CANNY, so as to simulate the pre-stressed structure, spatial composite structure and reinforced concrete structure accurately. The dynamic elastoplastic time-history analysis of the structure is completed by using CANNY as well. It is the first time to do such a large scale dynamic elastoplastic analysis in China. The results indicate that, the elastoplastic displacement is far less than the Code linut, and the earthquake energy is mainly dissipated by the structural damping. Thus, the new China Science and Technology Museum has enough energy dissipation capacity and safety reserve under rare earthquake.Keywords: CANNY; complex structure; nonlinear; elastic-plastic; dynamic
