Chapter
Apr 9, 2014
A New Seismic Design Method for Steel Multi-Tiered Braced Frames
Authors: Ali Imanpour [email protected], Robert Tremblay [email protected], and Ali Davaran [email protected]Author Affiliations
Publication: Structures Congress 2014
Abstract
A seismic design strategy is presented to design the columns of multi-tiered steel braced frames. Minimum strength and stiffness requirements are introduced for the columns under the seismic loads. The proposed method aims at reducing the concentration of ductility demand in one of the tiers and, thereby, the in-plane bending moment demand on the columns and the ductility demand on the bracing members. Nonlinear static and dynamic analyses are performed to validate the design procedure. Moreover, detailed finite element analysis is carried out to investigate the stability of the columns. The results show that the proposed design method can efficiently reduce the column in-plane flexural demand and the brace ductility demand.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Published online: Apr 9, 2014
Permissions
Request permissions for this article.
Authors
Affiliations
Ph.D. Candidate, Group for Research in Structural Engineering, Department of Civil, Geological and Mining Engineering, Polytechnique Montreal, P.O. Box 6079, St. Centre-Ville, Montreal, QC, Canada, H3C 3A7. E-mail: [email protected]
Professor, Group for Research in Structural Engineering, Department of Civil, Geological and Mining Engineering, Polytechnique Montreal, P.O. Box 6079, St. Centre-Ville, Montreal, QC, Canada, H3C 3A7. E-mail: [email protected]
Visiting Researcher, Group for Research in Structural Engineering, Department of Civil, Geological and Mining Engineering, Polytechnique Montreal, P.O. Box 6079, St. Centre-Ville, Montreal, QC, Canada, H3C 3A7. 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.
Cited by
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.