Dynamic behavior of single-layer latticed cylindrical shells subjected to seismic loading   总被引：1，自引：0，他引：1  

沈世钊  邢佶慧  范峰 《地震工程与工程振动(英文版)》2003,2(2):269-279

The single-layer latticed cylindrical shell is one of the most widely adopted space-framed structures. In this paper, free vibration properties and dynamic response to horizontal and vertical seismic waves of single-layer latticed cylindrical shells are analyzed by the finite clement method using ANSYS software. In the numerical study, where hundreds of cases were analyzed, the parameters considered included rise-span ratio, length-span ratio, surface load and member section size. Moreover, to better define the actual behavior of single-layer latticed shells, the study is focused on the dynamic stress response to both axial forces and bending moments. Based on the numerical results, the effects of the parameters considered on the stresses are discussed and a modified seismic force coefficient method is suggested. In addition, some advice based on these rescarch results is presented to help in the future design of such structures.  相似文献