Case study of the advanced octagonal cross-section self lifting hybrid tower buckling behavior
Ziteng Wang, Rongjun Yang, Junqiang Wen, Xiangguo Wu et autres
The buckling behavior, as a key issue of the advanced self lifting steel–concrete hybrid tower, was analyzed in this paper. A simplified calculation method and an empirical formula were developed to estimate the critical buckling load of the tower structure. Both linear …
cn, np (code pays fourni par la source)