Chapter
Jul 11, 2012

Modeling and Validation of RC Columns Seismically Retrofitted Using Shape Memory Spiral

Publication: Structures Congress 2012

Abstract

This analytical work focuses on utilizing the experimental results of RC columns that are tested under lateral cyclic loading after being retrofitted using a new active confinement technique. In the experimental work, the plastic hinges of nonductile columns are wrapped with prestrained shape memory alloy (SMA) spirals. The spirals are then heated to activate the shape memory feature in the SMA spirals, which consequently results in applying large external confinement pressure on the columns. Experimental cyclic tests show that this innovative type of confinement is superior to conventional passive confinement methods. This work presents a validated analytical modeling technique for RC columns that are actively confined with SMA spirals. The proposed analytical modeling technique is proven to be effective in capturing the global behavior of the columns. The developed analytical models are then used to conduct a parametric study to examine the sensitivity of the confined RC column to several parameters including external active confinement pressure induced by SMA spirals, volumetric ratio of internal steel transverse and longitudinal reinforcements, column's diameter and slenderness ratio, and the level of the axial load. Multi-factor analysis of variance (ANOVA) is used to design the parametric study. The ANOVA serves as a statistical tool to assess the impacts of possible interactions between the studied parameters on the columns' behavior. The goal is to determine the most significant interactions that ought to be studied and discard those interactions with low level of impact. The results of the parametric study are used to develop recommendations related to the optimum confinement pressure and column properties that are most important in designing the new retrofitting technique.

Get full access to this article

View all available purchase options and get full access to this chapter.

Information & Authors

Information

Published In

Go to Structures Congress 2012
Structures Congress 2012
Pages: 571 - 580

History

Published online: Jul 11, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Moochul Shin
Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801, USA
Bassem Andrawes [email protected]
Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801, USA. 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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share