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外文翻譯--用靜力彈塑性分析方法分析方鋼管混凝土框架結構抗震性能(中文(參考版)

2025-05-17 06:13本頁面
  

【正文】 參考文獻 [1] Saiidi M, Sozen M A. Simple nonlinear seismic analysis of RC structures. Journal of the Structural Division, 1981, 107(5): 937952. [2] Fajfar P, Gaspersic P. The N2 method for the seismic damage analysis of RC buildings. Earthquake Engineering and Structural Dynamics, 1996, 25(1): 3146. 9 [3] Bracci J M, Kunnath S K, Reinhorn A M. Seismic performance and retrofit evaluation of reinforced concrete structures. Journal of Structural Engineering, 1997, 123(1): 310. [4] FEMA. NEHRP guidelines for the seismic rehabilitation of buildings. Federal Emergency Management Agency, Report No. FEMA273. Washington ., 1997. [5] Shams Mohammad, Saadeghvaziri M A. State of the art of concretefilled steel tubular column. ACI Structural Journal, 1997, 94(5): 558571. [6] Li Xiangzhen, Cheng Guoliang, Yu Dejie, Zhou Fulin. Elastoplastic timehistory analysis of concrete filled steel tubular structure. World Earthquake Engineering, 2020, 18(1): 7376. (中文版 ) [7] Huang Xiangyun, Zhou Fulin, Xu Zhonggen. Comparative study on the earthquake behavior of concrete filled steel tubular structures. World Earthquake Engineering, 2020, 17(2): 8689. (中文版 ) [8] Li Zhongxian, Xu Chengxiang, Wang Dong, Wang Chengbo. Experimental research on the seismic behavior of concrete filled steel tubular frame structure. Building Structure, 2020, 34(1): 36. (中文版 ) [9] Ding Yang, Xu Chengxiang, Dai Xuexin, Li Xianzhong. onlinear finite element analysis of concrete filled steel tubur frame structure. B
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