A Calculation Method for the Sloshing Impact Pressure Imposed on the Roof of a Passive Water Storage Tank of AP1000
There is a large water storage tank installed at the top of containment of AP1000, which can supply the passive cooling. In the extreme condition, sloshing of the free surface in the tank may impact on the roof under long-period earthquake. For the safety assessment of structure, it is necessary to...
Main Authors: | Daogang Lu, Xiaojia Zeng, Junjie Dang, Yu Liu |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2016-01-01
|
Series: | Science and Technology of Nuclear Installations |
Online Access: | http://dx.doi.org/10.1155/2016/1613989 |
Similar Items
-
An Innovative Roof Shape in Liquid Storage Tanks to Reduce Dynamic Sloshing Effects
by: P. Nouraeidanesh, et al.
Published: (2018-01-01) -
Nonlinear Analysis of Sloshing in Oil Storage Tank
by: 江學文
Published: (1997) -
AP1000 Shield Building Dynamic Response for Different Water Levels of PCCWST Subjected to Seismic Loading considering FSI
by: Daogang Lu, et al.
Published: (2015-01-01) -
Pressures in tanks due to cargo-sloshing in ships
by: Morris, W. D. M.
Published: (1977) -
The pressure distribution on the rectangular and trapezoidal storage tanks' perimeters due to liquid sloshing phenomenon
by: Hassan Saghi
Published: (2016-03-01)