Seismic response evaluation of the RC elevated water tank with fluid-structure interaction and earthquake ensemble

2012 ◽  
Vol 16 (3) ◽  
pp. 366-376 ◽  
Author(s):  
F. Omidinasab ◽  
H. Shakib
Keyword(s):  
Seismic Response ◽  
Fluid Structure Interaction ◽  
Water Tank ◽  
Response Evaluation ◽  
Fluid Structure ◽  
Structure Interaction ◽  
Elevated Water

Application of Fluid-Structure Interaction Analysis in the Design of Upper Water Tank Structure of HPR1000 Outer Containment

2017 ◽  
Author(s):  
Yao Di ◽  
Cai Lijian ◽  
Meng Jian ◽  
Zhao Jintao
Keyword(s):  
Finite Element ◽  
Interaction Analysis ◽  
Fluid Structure Interaction ◽  
Time History ◽  
Element Model ◽  
Structure Design ◽  
Water Tank ◽  
Element Analysis ◽  
Fluid Structure ◽  
Structure Interaction

Based on the basic principle of fluid-structure interaction, this paper make a finite element analysis of seismic on upper water tank of HPR1000 outer containment by CEL method in ABAQUS software. Firstly, structure is simulated the by Lagrange grid and the water in upper water tank by Eulerian grid; secondly, coupling contact between water and structure is defined; finally, the calculation results are got by running an explicit dynamic solver to makes a time history analysis of fluid-structure interaction finite element model under the seismic, and the results will be used in the structure design of outer containment and upper water tank.

scholarly journals Numerical Analysis of the Dynamic Responses of Multistory Structures Equipped with Tuned Liquid Dampers Considering Fluid-Structure Interactions

2019 ◽  
Vol 13 (1) ◽  
pp. 289-300 ◽  
Author(s):  
Bui Pham Duc Tuong ◽  
Phan Duc Huynh ◽  
Tan-Trung Bui ◽  
Vasilis Sarhosis
Keyword(s):  
Fluid Structure Interaction ◽  
Fluid Pressure ◽  
Dynamic Responses ◽  
Water Tank ◽  
Tank Wall ◽  
Tuned Liquid Damper ◽  
Fluid Structure ◽  
Structure Interaction ◽  
Tuned Liquid Dampers ◽  
Liquid Dampers

Aims: The paper analyzes the effectiveness of tuned liquid damper in controlling the vibration of high rise building. The new contribution is considering the fluid-structure interaction of a water tank as a Tuned Liquid Dampers (TLD). Background: Currently, buildings are being built higher and higher, which requires TLDs to be larger as well. Therefore, the fluid pressure acting on the tank wall is more significant. In previous studies of liquid sloshing in TLDs, researchers simply ignored the effect of liquid pressure acting on the tank walls by making the assumption that the tanks are rigid. Currently, the failure of a tank because of FSI occurs regularly, so this phenomenon cannot be ignored when designing the tanks in general and TLDs in particular. Objective: To investigate the thickness of the tank wall affect to the TLD mechanism. Method: Numerical method was used for this research. Results: A TLD could be easy to design; however one could not bypass the fluid-structure interaction by assuming the tank wall is rigid. Conclusion: This kind of damper is very good to mitigate the dynamic response of structrure.

Study on the seismic response of a reactor vessel of a pool type LMFBR including fluid-structure interaction

1989 ◽  
Vol 113 (3) ◽  
pp. 455-462 ◽  
Author(s):  
K. Fujita ◽  
T. Ito ◽  
M. Tashimo ◽  
A. Sakurai ◽  
C. Kurihara
Keyword(s):  
Seismic Response ◽  
Fluid Structure Interaction ◽  
Reactor Vessel ◽  
Fluid Structure ◽  
Structure Interaction ◽  
Pool Type

Seismic Response Analysis of Free Long-Span Submarine Flexible Pipelines under Earthquakes

2014 ◽  
Vol 580-583 ◽  
pp. 1704-1707
Author(s):  
Yu Lin Deng ◽  
Yu Bian ◽  
Fan Lei
Keyword(s):  
Seismic Response ◽  
Fluid Structure Interaction ◽  
Time History ◽  
Response Analysis ◽  
Seismic Safety ◽  
Peak Displacement ◽  
Fluid Structure ◽  
Structure Interaction ◽  
Finite Element Software ◽  
Long Span

Submarine pipelines are described as the lifeblood of offshore oil and it is crucial to ensure the seismic safety of the submarine pipelines. Based on the fluid-structure interaction numerical analysis method and by using finite element software ADINA, the analysis models of the free long-span submarine flexible pipelines under earthquakes were established. By employing dynamic time-history method, the influences of fluid-structure interaction on the seismic response of the submarine pipelines were researched. The results showed that the peak normal stress and the peak displacement of submarine pipelines’ mid-span considering the influences of the fluid-structure interaction are greater than those without considering the influences, and the influences of the fluid-structure interaction on the seismic response of the submarine pipelines will increase with the increase of the submarine pipelines‘ diameter.

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