Finite element analysis of a slender fluil—Structure system

1990 ◽  
Vol 4 (6) ◽  
pp. 631-645 ◽  
Author(s):  
N. Piet-Lahanier ◽  
R. Ohayon
2021 ◽  
Vol 791 (1) ◽  
pp. 012036
Author(s):  
Xiaomeng Zhang ◽  
Qiaji Wang ◽  
Qingying Ren ◽  
Wenting Liu ◽  
Weilun Ding

2010 ◽  
Vol 163-167 ◽  
pp. 1924-1927
Author(s):  
Yin Lan Shen ◽  
Zai Gen Mu ◽  
Zhong Fan

Based on the Erdos Dong-sheng Exhibition Center’s structure system, this paper uses finite element analysis software SAP2000 to do integral analysis of a new hybrid structure composed of truss strings and shell. The effects of different sag-span ratios and initial pre-stresses on mechanical behavior and the steel consumption of 11 truss Strings integral Structures are analyzed. Besides, the study may be referable for the design and research on truss strings structure.


2021 ◽  
Vol 272 ◽  
pp. 02017
Author(s):  
Xiaomeng Zhang ◽  
Weilun Ding ◽  
Qingying Ren ◽  
Wenting Liu ◽  
Qiaji Wang

In this paper, a new type of prefabricated concrete structure system is put forward, and a new type of bi-directional multi-ribbed floor is put forward in combination with this system.Finite element analysis is carried out on the floor, and its mechanical properties are analyzed, and compared with the test hysteresis curve, the rationality and correctness of the finite element analysis are obtained.


Author(s):  
Xiaomeng Zhang ◽  
Wenting Liu ◽  
Qingying Ren ◽  
Yongxin Li ◽  
Weilun Ding

2002 ◽  
Vol 11 (1) ◽  
pp. 30-40 ◽  
Author(s):  
Chatchai Kunavisarut ◽  
Lisa A. Lang ◽  
Brian R. Stoner ◽  
David A. Felton

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