Structure Analysis of Large Steel Crude Oil Tank under the Planar Inclined Foundation

Li Xin Wei; Xiao Yan Li; Da Wei Ji

doi:10.4028/www.scientific.net/AMR.743.142

Paper Titles

Dissipative Knee Bracing for Seismic Strengthening of Steel Frames
p.123

Study on Dynamic Second-Order Effects of SDOF System under Vertical Earthquake Loading
p.128

Study on Seismic Behavior of Joints Composed of Engineering Material of Concrete Filled Steel Tube
p.132

FEM Analysis of Bi-Prestressed Concrete Beam
p.138

Structure Analysis of Large Steel Crude Oil Tank under the Planar Inclined Foundation
p.142

Experimental Investigation on Composite Seismic Isolation System
p.146

Design and Construction of Plot 0 Wide-Span Cantilever Beam Support
p.150

A Self-Centering Seismic Design for Bridge with Pile-Cap Foundation
p.155

Brief Introduction of Structural Design for Lijiang Sports Center Stadium
p.159

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 743Structure Analysis of Large Steel Crude Oil Tank...

Structure Analysis of Large Steel Crude Oil Tank under the Planar Inclined Foundation

Abstract:

Large steel crude oil tanks constructed in soft foundations are susceptible to various types of settlement deflections. The most common type is planar inclined foundation. In this paper, the FEM is used for the study of deformation characteristic and stress distribution of large steel crude oil tank under the planar inclined foundation approaching to critical value. Results show that deformation characteristic of tank is unevenness; max stress in tank shell occurs in middle-low part of floating roof tank; the ultimate value of large steel crude oil tank under the planar inclined foundation is 0.89m.

You might also be interested in these eBooks

Building Materials and Structural Engineering II

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 743)

Pages:

142-145

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.743.142

Citation:

Cite this paper

Online since:

August 2013

Authors:

Li Xin Wei, Xiao Yan Li, Da Wei Ji

Keywords:

Deformation Characteristic, Finite Element Method (FEM), Large Steel Crude Oil Tank, Planar Inclined Foundation, Stress

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Linzhi chen, Yang Zhao. The structure of large steel storage tank in differential settlement, Space structure. Vol. 9(2003), p.50.

Google Scholar

[2] Green P A, Hight D W. The failure of two oil-storage tanks caused by differential settlements. Proceedings, Conference on Settlement of Structures, British Geotechnical Society, Cambridge, UK, 1974: 353-360.

Google Scholar

[3] GB50341-2003. Code for design of vertical cylindrical welded steel oil tanks,. Beijing: China planning press. (2003).

Google Scholar

[4] Qingshan Jia. The allowable deformation value of tank foundation, Special structure. Vol. 19(2003), pp.39-41.

Google Scholar

[5] GB 50128-2005. Code for construction and acceptance of vertical cylindrical welded steel oil tanks,. Beijing: China planning press. (2003).

Google Scholar

[6] Qingshuai Cao, Xinyu Xie. The relationship between settlement of large steel storage tank and structural behaviour, Industrial architecture. Vol. 37(2007), pp.65-68.

Google Scholar