secondly, a method for seismic failure mode control of tall steel buildings is presented by strengthening the members according to the structural failure path.
其次,提出了根据结构的失效路径来加强构件对高层钢结构的地震失效模式进行控制的方法;
two practical tall steel buildings have been analyzed under the action of horizontal earthquakes with the orthotropic shell element hypothesis and the rigid floor hypothesis, respectively.