Chapter
Apr 4, 2017
New Methods in Efficient Post-Tensioned Slab Design Using Topology Optimization
Authors: M. Sarkisian, M.ASCE, E. Long, M.ASCE, A. Beghini, M.ASCE, R. Garai, M.ASCE, D. Shook, M.ASCE, A. Diaz, M.ASCE, and R. Henoch, M.ASCEAuthor Affiliations
Publication: Structures Congress 2017
Abstract
Post-tensioned (PT) flat-plate gravity framing systems are highly efficient and reduce embodied carbon when compared to conventional reinforced concrete framing systems. Efficiency is especially apparent in multi-span applications with regular orthogonal support arrangements. Even though PT flat-plate gravity framing systems are less efficient in single-span or irregular support applications, they are is still useful in reducing slab thickness, improving construction efficiency, and reducing seismic mass. A novel approach to determining PT tendon arrangements has been applied to several buildings informed by topology optimization results. Topology optimization is an optimization method which determines optimal load paths in a finite element continuum. Thus, by orienting PT tendons along the optimal load paths suggested by topology optimization, it has been shown that 25% or more of PT quantities can be reduced while maintaining the same mild steel reinforcement. Many of the observed arrangements do not follow traditional uniform/banded arrangements. Also, the deflection performance is significantly more consistent since tendons are resisting load in a manner consistent with the load demands. This can help alleviate common issues with thin flat-plate gravity systems such as irregular floor flatness due to warping incited by PT systems and inconsistent deflection at the exterior wall. This new design method has been applied to three buildings and coordinated with construction teams for efficient application. This presentation will discuss the entire design procedure from initial concepts through complete construction documents as applied to three buildings. This presentation will be of interest to academics and practicing structural engineers.
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
M. Sarkisian, M.ASCE
P.E., S.E.
Partner; Owings & Merrill LLP, San Francisco, CA 94111.
E. Long, M.ASCE
P.E., S.E.
Director, Owings & Merrill LLP, San Francisco, CA 94111.
A. Beghini, M.ASCE
P.E., S.E.
Associate Director, Owings & Merrill LLP, San Francisco, CA 94111.
R. Garai, M.ASCE
P.E., S.E.
Associate Director, Owings & Merrill LLP, San Francisco, CA 94111.
D. Shook, M.ASCE
P.E.
Associate Director, Owings & Merrill LLP, San Francisco, CA 94111.
A. Diaz, M.ASCE
P.E., S.E.
Associate, Owings & Merrill LLP, San Francisco, CA 94111.
R. Henoch, M.ASCE
P.E.
Skidmore, Owings & Merrill LLP, San Francisco, CA 94111.
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.