Structural stability analysis of single-layer reticulated shells with stochastic imperfections

2016 ◽  
Vol 124 ◽  
pp. 473-479 ◽  
Author(s):  
Huijuan Liu ◽  
Wei Zhang ◽  
Hao Yuan
2012 ◽  
Vol 151 ◽  
pp. 291-294
Author(s):  
Jian Hua Cui ◽  
Ping Liu

Based on the construction of the transfer floor of Yunding project in Chengdu, to solve the issues from the integral stability and safety of the transfer beam high-formwork supporting system, the method of the theoretical calculation, the method of the numerical simulation and real-time monitoring were applied in order to make some conclusions. The conclusions will be significance to apply in the future similar projects for reference and guidance.


2015 ◽  
Vol 27 (10) ◽  
pp. 105401 ◽  
Author(s):  
Xiaofeng Fan ◽  
W T Zheng ◽  
Jer-Lai Kuo ◽  
David J Singh

2015 ◽  
Vol 32 (5) ◽  
pp. 491-496
Author(s):  
Han Wool Seo ◽  
Dae Dong Kim ◽  
Cheol Woong Ko ◽  
Joon Hmm Lee ◽  
Tae Soo Bae

2012 ◽  
Vol 226-228 ◽  
pp. 1185-1189
Author(s):  
Jian Kang ◽  
Xiang Yu Liu

Radiant cable suspendome based on single-layer lattice shell is proposed in this paper whose cable-strut system is like that of Radiant Beam String Structure, the purpose of this paper is to do stability analysis of the structure.The linear buckling analysis of the hybrid structure and the single-layer lattice shell who has the same geometry parameters is carried out, we can preliminarily understand the stability of the hybrid structure. At the same time, nonlinear buckling analysis is carried out to study the stability of the hybrid structure under different rise-span ratios, different prestress level and half-span load. The results show that the introduction of prestressed cables greatly improve the structure's stability and reduce the structure sensitivity to original geometrical imperfection.


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