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Effect of Integral Bridge Modeling Assumptions on the Distribution of AASHTO Live Load among Bridge Components
Date
2010-07-11
Author
Dicleli, Murat
Metadata
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URI
https://hdl.handle.net/11511/70690
Conference Name
Fifth International Conference on Bridge Maintenance, Safety and Management, IABMAS'10
Collections
Department of Engineering Sciences, Conference / Seminar
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In this study, the effect of soil-structure modeling assumptions and simplifications on the seismic analyses results of integral bridges (lBs) is investigated. For this purpose, five structural models of lBs are built in decreasing levels of complexity starting from a nonlinear structural model including close numerical simulation of the behavior of the foundation and backfill soil and gradually simplifying the model to a level where the effect of backfill and foundation soil is totally excluded. Nonlinear ...
Effect of Modeling Simplifications on Nonlinear Seismic Analysis of Integral Bridges Including Dynamic Soil-Structure Interaction
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M. Dicleli, “Effect of Integral Bridge Modeling Assumptions on the Distribution of AASHTO Live Load among Bridge Components,” presented at the Fifth International Conference on Bridge Maintenance, Safety and Management, IABMAS′10, Pennsylvania, Amerika Birleşik Devletleri, 11 Temmuz 2010, 2010, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/70690.