- 摘 要
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孟祥瑞1，楊大彬1，吳金志1，耿笑冰2，張毅剛1
(1 北京工業(yè)大學空間結構研究中心，北京100124; 2 北京龍安華誠建筑設計有限公司，北京100053)[摘要] 黃河口模型試驗海域廳A上部結構采用三層網架（局部四層），下部支承結構采用26根鋼筋混凝土柱。對其結構體系、受力特點以及荷載取值進行了介紹，對整體結構進行了靜力分析、動力分析及抗震分析，研究了整體結構在多遇地震和罕遇地震下的抗震性能。通過分析指出了結構設計的薄弱位置，供類似工程參考。
[關鍵詞] 大跨度三層網架；彈塑性時程分析；抗震性能Design and Research on the Long-span Truss Structure of Yellow River Estuary Model Testing Hall
Meng Xiangrui1, Yang Dabin1, Wu Jinzhi1, Geng Xiaobing2, Zhang Yigang1
(1Space Structure Research Center, Beijing University of Technology, Beijing 100124, China; 2 Beijing LongAnHuaCheng Architectural Design Co. , Ltd., Beijing 100053, China)Abstract: The upper part of Yellow River Estuary Model Testing HallA is triple-layer space truss structure ( some part is fourfold-layer truss), and the lower part of the supporting system consist of 26 reinforced concrete columns. The structural system, mechanical characteristics and the load of the whole structure are described. Static analysis, dynamic analysis and seismic analysis are camed out. Seismic performance of the structure under frequent and rare earthquake are studied. Through the analysis the weak points of the structure are pointed out, and the result can provide reference for similar projects.
Keywords: large span triple-layer space truss structure; elasto-plastic time-history analysis; seismic performance
