Abstract

Sensitivity analysis has become an important tool to quantify simulated structural response variability that arises from uncertain model properties and modeling assumptions. Sensitivity with respect to column, superstructure, and abutment modeling parameters was computed for two ordinary standard reinforced concrete bridges considering nonlinear static and dynamic analysis in SAP2000 and OpenSees. The sensitivity computations used finite differences for all model responses as well as a new hybrid approach that uses direct differentiation of the element and structural response and local finite differences for the material response. In addition to model properties, dynamic response sensitivity was obtained by changing the hysteretic unloading/reloading rule for the steel and concrete constitutive models used in the columns. The sensitivity analyses indicate that even though the nominal static and dynamic responses can be matched between two software packages, the responses remain highly sensitive to the hysteretic model assumptions and to variations in material properties.

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Acknowledgments

This study was sponsored by the California Department of Transportation under contract #65A0559. The views and findings reported here are those of the authors alone. The contents do not necessarily reflect the official views or policies of the State of California or the Federal Highway Administration. This study does not constitute a standard, specification, or regulation.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 28Issue 7July 2023

History

Received: Oct 7, 2022
Accepted: Mar 10, 2023
Published online: Apr 28, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 28, 2023

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Andres F. Rodriguez [email protected]
Graduate student, Dept. of Civil and Environmental Engineering, Univ. of Central Florida, Orlando, FL 32816-2450. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Central Florida, Orlando, FL 32816-2450. ORCID: https://orcid.org/0000-0003-1287-6520. Email: [email protected]
Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author). ORCID: https://orcid.org/0000-0001-5898-5090. Email: [email protected]

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