開題報(bào)告-西安戶縣某綜合行政辦公樓設(shè)計(jì)(參考版)
2025-01-24 17:11本頁面
【正文】 zendekci. Effects of the frame geometry on the weight and inelastic behavior of eccentrically braced chevron steel frames. Journal of Constructional Steel Research. 2008,64:326343.[24] . Rossi, A. Lombardo. Influence of the link overstrength factor on the seismic behavior of eccentrically braced frames. Journal of Constructional Steel Research. 2007,63:15291545[25] Taichiro Okazaki, Michael , Apostolos Drolias, Eric Schell, JongKook Hong, ChiaMing Uang. Experimental investigation of LinktoColumn Connections in Eccentrically Braced Frames. Journal of Constructional Steel Research. 2009, 65:14011412六、 指導(dǎo)教師意見對本課題的深度、廣度及工作量的意見和對設(shè)計(jì)（論文）結(jié)果的預(yù)測： 指導(dǎo)教師： 年 月 日七、 所在專業(yè)審查意見 負(fù)責(zé)人： 年 月 日。9~222~3進(jìn)行建筑方案初步設(shè)計(jì)，繪出平、立、剖面草圖，經(jīng)指導(dǎo)老師修改后進(jìn)行下一步設(shè)計(jì)23~54
環(huán)評公示相關(guān)推薦
鄂ICP備17016276號-1