Chapter
Apr 4, 2017
A Comparison of Approximate Methods for Period Determination in Rack Structures
Authors: Andrew Hardyniec, Ph.D. [email protected], Charles DeVore, Ph.D. [email protected], and Jeffrey Travis [email protected]Author Affiliations
Publication: Structures Congress 2017
Abstract
The seismic design of rack structures according to the Rack Manufacturers Institute (RMI) MH16.1-08 standard requires calculation of the fundamental period in both the down-aisle and cross-aisle directions using “the structural properties and deformation characteristics of the resisting elements in a properly substantiated analysis” for seismic load determination. A detailed finite element model provides accurate calculation of the rack structure’s natural periods but can be tedious for large rack structures. The additional accuracy provided by the finite element approach can be impractical for evaluating large facilities containing several thousand storage racks. Approximate methods for computing the natural period of rack structures can provide simplifications that enable tractable solutions for large facilities. A discussion of approximate methods for period calculation, including approximate analytical methods and a reduced direct stiffness model, is presented with a comparison of periods computed using the approximate methods and the finite element method. The accuracy of each period calculation procedure is compared and the implications for the resulting design calculations are discussed for various rack structures. An analysis framework for systematically evaluating rack structures in large facilities using organized information about the rack structures with the approximate methods is also discussed.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2017 American Society of Civil Engineers.
History
Published online: Apr 4, 2017
Permissions
Request permissions for this article.
Authors
Affiliations
Exponent Failure Analysis Associates, 4580 Weaver Parkway, Suite 100, Warrenville, IL 60555. E-mail: [email protected]
P.E.
Exponent Failure Analysis Associates, 420 Lexington Ave., Suite 1740, New York, NY 10170. E-mail: [email protected]
P.E., S.E.
Exponent Failure Analysis Associates, 4580 Weaver Parkway, Suite 100, Warrenville, IL 60555. E-mail: [email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.