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Date of download: 6/21/2016 Copyright © ASME. All rights reserved. From: Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks.

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Presentation on theme: "Date of download: 6/21/2016 Copyright © ASME. All rights reserved. From: Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks."— Presentation transcript:

1 Date of download: 6/21/2016 Copyright © ASME. All rights reserved. From: Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks J. Pressure Vessel Technol. 2015;137(4):041302-041302-7. doi:10.1115/1.4029111 Schematic plan view and Finite element mesh distribution inside the considered DDFR Figure Legend:

2 Date of download: 6/21/2016 Copyright © ASME. All rights reserved. From: Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks J. Pressure Vessel Technol. 2015;137(4):041302-041302-7. doi:10.1115/1.4029111 Dimensions and geometry of the DDFR used in the numerical model Figure Legend:

3 Date of download: 6/21/2016 Copyright © ASME. All rights reserved. From: Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks J. Pressure Vessel Technol. 2015;137(4):041302-041302-7. doi:10.1115/1.4029111 Comparison between FEM results and experimental measurements for sloshing wave height under seismic loads Figure Legend:

4 Date of download: 6/21/2016 Copyright © ASME. All rights reserved. From: Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks J. Pressure Vessel Technol. 2015;137(4):041302-041302-7. doi:10.1115/1.4029111 The time history of numerical results for hydrodynamic pressure and liquid sloshing Figure Legend:

5 Date of download: 6/21/2016 Copyright © ASME. All rights reserved. From: Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks J. Pressure Vessel Technol. 2015;137(4):041302-041302-7. doi:10.1115/1.4029111 Maximum value of the analytical and numerical results for hydrodynamic pressure and liquid sloshing height Figure Legend:

6 Date of download: 6/21/2016 Copyright © ASME. All rights reserved. From: Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks J. Pressure Vessel Technol. 2015;137(4):041302-041302-7. doi:10.1115/1.4029111 Maximum value of the numerical results for Von-Mises seismic stresses in the top and bottom plates Figure Legend:

7 Date of download: 6/21/2016 Copyright © ASME. All rights reserved. From: Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks J. Pressure Vessel Technol. 2015;137(4):041302-041302-7. doi:10.1115/1.4029111 Dividing the lower plate of a DDFR with several subdomains which are approximated by rectangular shapes Figure Legend:

8 Date of download: 6/21/2016 Copyright © ASME. All rights reserved. From: Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks J. Pressure Vessel Technol. 2015;137(4):041302-041302-7. doi:10.1115/1.4029111 Comparison of the numerical results and simplified relation for evaluating seismic stresses Figure Legend:


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