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For tanks with interior decks or baffle walls, the code specifies how to transfer seismic forces through the concrete diaphragm to the lateral force-resisting system.
ACI 350.3-06 is a technical standard titled Seismic Design of Liquid-Containing Concrete Structures and Commentary . Published by the American Concrete Institute (ACI)
The fundamental concept behind ACI 350.3 is that a tank full of water does not act as a rigid mass. During an earthquake, the water moves in two distinct ways, creating two different types of forces:
For tanks with interior decks or baffle walls, the code specifies how to transfer seismic forces through the concrete diaphragm to the lateral force-resisting system.
ACI 350.3-06 is a technical standard titled Seismic Design of Liquid-Containing Concrete Structures and Commentary . Published by the American Concrete Institute (ACI) ACI-350.3-06.pdf
The fundamental concept behind ACI 350.3 is that a tank full of water does not act as a rigid mass. During an earthquake, the water moves in two distinct ways, creating two different types of forces: For tanks with interior decks or baffle walls,
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