Effect of Modeling Simplifications on Nonlinear Seismic Analysis of Integral Bridges Including Dynamic Soil-Structure Interaction

Date

2010-09-22

Author

Dicleli, Murat

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https://hdl.handle.net/11511/74989

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Effect of modelling simplifications on nonlinear seismic analysis of integral bridges including dynamic soil-structure interaction Dicleli, Murat (2010-01-01)
Effect of Nonlinear Soil-Structure Interaction Modeling Simplifications on Seismic Analysis Results of Highway Bridges Dicleli, Murat (2010-08-08)
Effect of dynamic soil-bridge interaction modeling assumptions on the calculated seismic response of integral bridges Erhan, Semih; Dicleli, Murat (2014-11-01) 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 Integral Bridge Modeling Assumptions on the Distribution of AASHTO Live Load among Bridge Components Dicleli, Murat (2010-07-11)
Effect of Dynamic Soil-Structure Interaction Modeling Assumptions on Seismic Analysis of Integral Bridges Dicleli, Murat (null; 2010-08-30)

Citation Formats

M. Dicleli, “Effect of Modeling Simplifications on Nonlinear Seismic Analysis of Integral Bridges Including Dynamic Soil-Structure Interaction,” 2010, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/74989.