Chapter
Jun 20, 2012
Response Sensitivity Analysis of Soil-Structure Interaction (SSI) Systems
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
This paper presents a framework for finite element response sensitivity analysis of structural and/or geotechnical systems based on the direct differentiation method (DDM). A frame-soil system subjected to both quasi-static pushover and dynamic loads is used as application example. Focus is on the sensitivity of the FE predicted response of this SSI system with respect to the material parameters used to represent the elastoplastic behavior of the various soil and structural materials. The sensitivity analysis results provide the relative importance of the various material parameters for selected global and local response parameters of the SSI system.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Analysis (by type)
- Continuum mechanics
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Finite element method
- Geomechanics
- Geotechnical engineering
- Material mechanics
- Material properties
- Materials engineering
- Mathematics
- Methodology (by type)
- Numerical methods
- Parameters (statistics)
- Sensitivity analysis
- Soil dynamics
- Soil mechanics
- Soil structures
- Soil-structure interaction
- Solid mechanics
- Statistics
- Structural dynamics
- Structural engineering
- Structures (by type)
- System analysis
Authors
Affiliations
Student, Structural Engineering Department, University of California at San Diego, 9500 Gilman Drive, La Jolla, CA 92093-0085. E-mail: [email protected]
Professor, Structural Engineering Department, University of California at San Diego, 9500 Gilman Drive, La Jolla, CA 92093-0085. 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.
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.