ACI 350.3-06 PDF

(ACI ) An ACI Standard. Reported by ACI Committee Seismic Design of Liquid-Containing Concrete Structures and Commentary. ACI Seismic Design of Liquid-Containing Concrete Structures and Commentary. standard by American Concrete Institute, 01/01/. The seismic design provisions of the previous () edition of ACI were very limited in ACI covers all types of concrete tanks (prestressed and.

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ACI 350.3-06 Seismic Design of Liquid Containing Concrete Structures and Commentary

The user should note the following general design methods used in this standard, which represent some of the key differences relative to traditional methodologies, such as those described in ASCE Concrete Structures for Containment of Hazardous Materials. Provisions similar to Section 1. Choose Product Language English.

These items are not eligible for return. Any applicable errata are included with individual documents at the time of purchase.

Seismic Design of Liquid-Containing Concrete Structures and Commentary

It makes it easier to update these seismic provisions so as to keep up with the frequent changes and improvements in the field of seismic hazard analysis and evaluation. The seismic force levels and R-factors included in this standard provide results at strength levels, such as those included for seismic design in the International Building Code IBCparticularly the applicable connection provisions of IBC.


Errata are not included for collections or sets of documents such as the ACI Collection.

To establish the scope of the new procedures consistent with the overall scope of ACI This standard prescribes procedures for the seismic analysis and design of liquid-containing concrete structures. For a listing of and access to all product errata, visit the Errata page. The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition.

Accordingly, the basic scope, format, and mandatory language of Chapter 21 of ACI 350.3-0 retained with only enough revisions to adapt the chapter to environmental engineering structures. This approach offers at least two advantages:. These procedures address the loading side of seismic design and are intended to complement ACISection 1.

This meant that these procedures should cover both aspects of seismic design: Rather than combining impulsive and convective modes by cai sum, this standard combines these modes by square-root-sum-of-the-squares.


350.3-06 Seismic Design of Liquid-Containing Concrete Structures and Commentary

To produce a self-contained set of procedures that would enable a practicing engineer to ack a full seismic analysis and design of a liquid-containing structure.

The following paragraphs highlight the development of this standard and its evolution to the present format:.

3503.-06 of assuming a rigid tank for which the acceleration is equal to the ground acceleration at all locations, this standard assumes amplification of response due to natural frequency of the tank. This required the inclusion of all types of tanks—rectangular, as well as circular; and reinforced concrete, as well as prestressed.

As the loading side of seismic design is outside the scope of ACIChapter 21, it was decided to maintain this practice in ACI as well.