Affiliation:
1. Offshore Oil Engineering Co.Ltd.(Qingdao)
2. Ocean University of China
Abstract
With the demand on integrated construction of large scale LNG facilities in non-slide way zone at marine construction site, finite element analysis with parametric modeling technology (ANSYS-APDL) are conducted to simulate nonlinear relationship of basement and the state of foundation settlement at the construction stage. Structural analysis models are simplified from 3D architecture models of build order in building information modeling (BIM) system through MATLAB interface development. Unfavorable settlement effects are examined by detailed analysis cases studying. The prediction results can guide installation and temporary reinforcement measures of large scale structures.
Publisher
Trans Tech Publications, Ltd.
Reference6 articles.
1. D.H. Xu,X.Q. Wang W.J. Pu. Maritime engineering design in the project of Offshore Oil Engineering (Qingdao) Co., Ltd. [J]. Port & Waterway Engineering, 8(2009) 75-80.
2. Y.T. Yang, B.N. Park, S.S. Ha, Development of load-out design methodology and numerical strength evaluation for on-ground-build floating storage and offloading system [J]. Ocean Engineering, 32(2005)986-1014.
3. C. Gong, X. Meng, R.J. Gao, J.H. Shan, F.J. Li, L. L. Sun, Bearing Capacity Analysis of the Slab of Slipways at Marine Engineering Construction Site [J], Advanced Materials Research. 1051(2014) 715-720.
4. George Brink, J. Louis van Rooy, The influence of the geological origin on soil volume change through collapse settlement [J], Journal of African Earth Sciences 101 (2015) 113-118.
5. Z. Wang L.Z. Wang L.L. Li,J.C. Wang, Failure mechanism of tunnel lining joints and bolts with uneven longitudinal ground settlement [J], Tunnelling and Underground Space Technology. 40 (2014) 300–308.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献