Aci-350.3-06.pdf Jun 2026

To effectively implement ACI 350.3-06, engineers should follow best practices, including:

This paper presents a step-by-step seismic analysis of a reinforced concrete rectangular water tank, following the provisions of ACI 350.3-06. The structure is located in Seismic Design Category D. Impulsive and convective (sloshing) components of hydrodynamic pressure are computed. Results are compared with general finite element modeling. The analysis demonstrates that ACI 350.3-06 provides a practical yet conservative method for determining seismic forces on tank walls and base shear. ACI-350.3-06.pdf

ACI 350.3-06 is widely used in the design of reinforced concrete structures in areas prone to earthquakes. However, the code is not without its limitations, and there are ongoing efforts to improve and update the provisions. Some future directions for research and development include: To effectively implement ACI 350

: Methods and criteria for testing and inspecting concrete and reinforcement during and after construction. Results are compared with general finite element modeling