Research Article
Jul 1976
Finite Element Analysis of Wood-Stud Walls
Publication: Journal of the Structural Division
Volume 102, Issue 7
Abstract
A theoretical procedure based on the finite element model and linear step-by-step analysis for evaluating the behavior of wood-stud walls under combined bending and compression loads was developed and verified. The procedure accounts for the variations in material properties, nonlinear material behavior of studs, partial composite action and slip among the components, and the load sharing among the studs of various strengths and stiffnesses. I-beam wall sections and full-size walls are tested to verify the procedure. Theoretical and experimental deflections and slips at service loads and overloads, and the ultimate load of the tested wall panels showed good agreement. Parameter study investigating the effect of the joint and wall covering stiffness on the ultimate load is included. The developed procedure can be used to obtain the information necessary for improved structural and economic design of wood-stud walls for residential and commercial buildings.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Structural Division
Volume 102 • Issue 7 • July 1976
Pages: 1317 - 1335
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Jul 1976
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Anton Polensek, AM.ASCE
Research Engr. Forest Research Lab., Oregon State Univ., Corvallis, Oreg.
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.