Abstract：
The research object in this text is the actual project-one reinforced concrete frame-corewall super-high structure of Changzhou city (42 layers above the ground 175meter high). Through the use of finite element software Etabs, it analyzed the building’s structural dynamic characteristics to determine the mode decomposition reasonable mode of participation, as well as through flexible time-analysis methods, it analyzed the earthquake response of the structure in the most adverse effects of seismic wave. The steel structure that has been designed conforms to the requirement of the Chinese codes. The method of Finite Element Analysis on super-high provides to compare.
FAN Wei-Xia,DIAO Qun-Chang. ANALYSIS OF THE DYNAMIC CHARACTERISTICS AND EARTHQUAKE RESPONSE
IN ONE SUPER-HIGH STRUCTURE[J]. Architecture Technology, 2011, 42(01): 78-81 .
