Dynamic stability analysis of non-linear structures with geometrical imperfections under random loading

2004 ◽  
Vol 276 (1-2) ◽  
pp. 381-400 ◽  
Author(s):  
T Most ◽  
C Bucher ◽  
Y Schorling
2020 ◽  
Author(s):  
Alex D. Hayes ◽  
Ioannis Nompelis ◽  
Ryan Caverly ◽  
Joseph Mueller ◽  
Demoz Gebre-Egziabher

2014 ◽  
Vol 1044-1045 ◽  
pp. 629-632 ◽  
Author(s):  
Shang Qi Wang ◽  
Jun Lin Wang ◽  
Shu Li Zhao ◽  
Jian Heng Sun

Dynamic stability analysis is a very important research project in the space structures. Up to now, in most researches, the imperfections of members are not included in the dynamic stability analysis for the single-layer lattice domes. In this paper, using multiple-beam method to simulate the initial bending deformation of the members, the dynamic stability behavior of a Kiewitt-8 single-layer lattice dome under three dimensional earthquake actions is analyzed by considering the member imperfections and the initial geometrical imperfections. The influence of member imperfections to the dynamic stability behavior of the structure is investigated.


Author(s):  
Shiyun Xu ◽  
Huadong Sun ◽  
Shihui Fang ◽  
Jingtian Bi ◽  
Jun Yi ◽  
...  

1987 ◽  
Vol 113 (7) ◽  
pp. 1085-1100 ◽  
Author(s):  
Tsunemi Shigematsu ◽  
Takashi Hara ◽  
Mitao Ohga

1995 ◽  
Vol 31 (4) ◽  
pp. 675-681 ◽  
Author(s):  
Wei-Jen Lee ◽  
Mo-Shing Chen ◽  
Jae-Hyeon Gim ◽  
K. Yoshimura ◽  
Shih-Ping Wang

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