本文選題：混合結(jié)構(gòu) + 長懸臂結(jié)構(gòu)��； 參考：《建筑結(jié)構(gòu)》2016年S1期

【摘要】：本工程為大底盤上的多塔結(jié)構(gòu),地上建筑包括A、B塔樓、禮堂、大廳單體。設(shè)計(jì)中在塔樓豎向構(gòu)件內(nèi)根據(jù)需求合理布置型鋼,以滿足結(jié)構(gòu)受力要求,降低工程總造價(jià)。禮堂設(shè)計(jì)中采取多種措施解決平面及豎向不規(guī)則問題,設(shè)置鋼結(jié)構(gòu)懸挑桁架及邊桁架實(shí)現(xiàn)無柱空間長懸挑。
[Abstract]:The project is a multi-tower structure on a large chassis, the above-ground buildings include Aton B tower, auditorium, hall monomer. In order to meet the stress requirement of the structure and reduce the total cost of the project, the steel sections are arranged reasonably in the vertical members of the tower building according to the demand in the design. In the design of auditorium, many measures are taken to solve the problem of plane and vertical irregularity, and steel structure cantilever truss and side truss are set to realize the long cantilever without column space.
【作者單位】： 中國建筑設(shè)計(jì)院有限公司;浦項(xiàng)建設(shè)(中國)有限公司;
【分類號(hào)】：TU973.3
，

本文編號(hào)：1791332