Progressive Collapse Resistance Analysis of Secondary Shielding Installation Platform for A-type Tank
Source: By:Qingfeng Wang, Zhigang Miao, Li Zhou
DOI: https://doi.org/10.30564/hsme.v2i2.1691
Abstract:As a key supporting equipment for the construction of LNG carriers, the installation platform undertakes the support and guarantee of LNG carrier tank internal construction. This paper takes the secondary shielding installation platform of A-type tank as the object of study, the study firstly considers the semi-rigidity of the nodes and the material nonlinearity based on finite element software, and then the residual structure is calculated using static nonlinear method after single truss, two trusses and three trusses are invalid simultaneously. The research results show that the truss with higher components importance coefficient has greater impact on the residual structure when the truss is invalid; After the 2 trusses of installation platform become invalid completely, the further progressive collapse will not occur; When A1-HJ, A2-HJ and A2-HJ are dismantled at the same time, it will lead to the local progressive damage, which can cause the collapse of large-scale structures. The research findings can support the design and use of the installation platform.
References:[1]Kim J, Kim T. Assessment of progressive collapse-resisting capacity of steel moment frames[J]. Journal of Constructional Steel Research, 2009, 65(1): 169-179. [2]Xiaobin Hu, jiaru Qian. Progressive Collapse Simulation of A Multi-story Steel Frame[J]. Mechanics and practice, 2008, 30(4): 54-57. [3]Yue Wang, Yongzheng Li, Zhiyong Jiang. Analysis of Structural Strength of Scaffolding Platform for Liquid Tank of LNG Carrier[J]. Shipbuilding of China, 2011, 52(4): 161-168. [4]Changde Tang, Qingfeng Wang, yong Li. Research on Key Technology of Structural Design of Scaffolding Platform of LNG Carrier[J]. Jiangsu Ship, 2013, 30(5): 15-16. [5]Kaixuan Chen. Reliability Analysis of the Scaffolding Platform of the LNG Cargo Containment System under the Limit State[D]. Jiangsu University of Science and Technology, 2015. [6]Fuzhe Xie, Ganping Shu. Research on The Mode Method of Progressive Collapse Analysis of Steel Frame Structures[J]. Engineering Mechanics, 2011, 28(10): 34-40. [7]Yang Ding, Jian Sun. Progressive collapse analysis on the suspension structure of Tianjin Grand Theatre [J]. Building Structure, 2013(10): 16-20. [8]Gege Zhang. The study on Progressive collapse of Multistory frame structure [D]. AnHui University of Science and Technology, 2014. [9] Yang Zheng. A study of critical element of the structure during the progressive collapse and sensitivity analysis[D]. Zhejiang University, 2013, 39(5): 746- 750.