Aci-350.3-06.pdf ^hot^
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If you are maintaining old infrastructure, it is indispensable. If you are learning, the 2006 edition provides the foundational logic of hydrodynamic seismic design with less complexity than the newest iteration.
Published by the American Concrete Institute (ACI) in November 2006, ACI 350.3-06 is a 67-page standard that provides comprehensive procedures for the seismic analysis and design of all types of liquid‑containing concrete structures. Its primary purpose is to guide engineers in calculating seismic loads—the “loading side” of design—while leaving the detailed design of structural elements to be handled by its companion document, ACI 350-06 (the Code Requirements for Environmental Engineering Concrete Structures). ACI-350.3-06.pdf
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Disclaimer: This article is for informational purposes only. Always refer to the official, legally adopted building codes for your specific project and consult a licensed structural engineer. This public link is valid for 7 days
ACI 350.3-06 provides a method to determine the ( R ) for concrete structures exposed to certain aggressive wastewater environments. It addresses the additional strength or durability considerations needed for tanks, basins, and other environmental engineering concrete structures that may undergo chemical or biological attack.
Rectangular tanks on grade must be checked for uplift and sliding. Circular tanks—often prestressed—require special anchorage design. The -06 edition provides load combinations specific to concrete tanks, which differ from ASCE 7 because they include the fluid self-weight as a variable load, not a dead load. Can’t copy the link right now
ACI 350.3-06 represents a significant milestone in the seismic design of environmental concrete structures. By providing a rational, mechanics‑based approach to calculating hydrodynamic loads, it enabled engineers to design safer water and wastewater tanks in seismically active regions. While the standard has been updated, the core principles it established—impulsive vs. convective response, the importance of tank geometry and support conditions, and the coordination with material‑specific design codes—remain as relevant today as they were in 2006.
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)
, specifically supplementing Section 1.1.8 and Chapter 21, which cover general seismic provisions. Includes both circular and rectangular concrete tanks, whether reinforced or prestressed. Core Design Methodology
J. M. Carter, L. N. Davies Department of Civil Engineering, University of Example
