Chapter
Apr 26, 2012
Inelastic Large Deflection Modeling of Plane Frame Systems
Authors: Morteza A. M. Torkamani and Mustafa SonmezAuthor Affiliations
Publication: Structures 2001: A Structural Engineering Odyssey
Abstract
This paper presents a beam-column model, based upon fiber-type, beam-column elements, for inelastic and large deformation analysis of planar steel structural systems. Derivations of the different stiffness matrices that are used in the model are presented. The model has the capacity to account for residual stress consideration. This model satisfies the rigid-body test while some of the other models do not. The accuracy of the model is compared to bench-mark problems via an example. The results indicate that the new model is more robust and has a faster rate of convergence for problems involving inelastic behavior, high stress, and large deflections.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2001 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Beam columns
- Columns
- Elasticity and Inelasticity
- Engineering fundamentals
- Frames
- Material mechanics
- Material properties
- Materials engineering
- Mechanical properties
- Model accuracy
- Models (by type)
- Steel frames
- Structural analysis
- Structural behavior
- Structural deflection
- Structural engineering
- Structural members
- Structural models
- Structural systems
Authors
Affiliations
Morteza A. M. Torkamani
Associate Professor, Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh, PA 15261-2294
Mustafa Sonmez
Former Graduate Student, Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh, PA 15261-2294
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.