預應力混凝土框架模型的循環(huán)載荷試驗建筑類-資料下載頁
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【正文】 Experimental study of the dynamic response of a tenstory einforced concrete frame with a tall first story39。, Structural Research Series No. 450, University of Illinois, Urbana, IL, 1978 [14] Balakeley, R. W. G. and Park, R. 39。Prestressed concrete sections with seismic loading39。, J. Struct. Div., ASCE 1973, 99 (ST8), 17171742 [15] ACI Committee 318, 39。Building code requirements for reinforced concrete and mentary( ACI 31889/ACI 318R89)39。, American Concrete Institute, Detroit, 1989 [16] Thompson, K. J. and Park, R. 39。Ductility of prestressed and partially prestressed concrete sections39。, PCI ./. 1980, 25 (2), 4569 [17] Naaman, A. E., Harajli, M. H. and Wight, J. K. 39。Analysis of ductility in partially prestressed concrete flexural members39。, PCI J. 1986, 31 (3), 6487 (18) Mo, Y. L. and Hwang, W. L. 39。Dynamic response of prestressed concrete frames39。, Engng 994, 16 (8), 577584 [18] Richards, R. J. and Lazaro, A. L. III 39。Limit analysis of a reinforced concrete frame39。, ACI J. 1971, 68, 748755 [19] Park, Y. J., Ang, A. . and Wen, Y. K. 39。Seismic damage analysis and damagelimiting design of R/C buildings39。, Civil Engineering Studies, SRS No. 516, University of Illinois, Urbana, IL, October 1984 [20] Nakata, S., Sproul, T. and Penzien, J. 39。Mathematical modelling of hysteresis loops for reinforced concrete columns39。, UCB/EERC Report 7811, University of California, Berkeley, CA, June 1978 [21] Roufaiel, M. S. L. and Meyer, C. 39。Analytical modeling of hysteretic behavior of R/C frames39。, J. Struct. Engng, ASCE 1987, 113 (3), 429444朗讀顯示對應的拉丁字符的拼音字典 查看字典詳細內(nèi)容1. 采用2. 導言3. 引言4. 導論5. 緒論6. 引導7. 緒言8. 初步9. 例言10. 聿
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