Effect of creep on time-dependent behaviour of prestressed concrete integral abutment bridge
A parametric study was conducted to assess effect of creep on long term behaviour of prestressed concrete Integral Abutment Bridge (IAB). Varying backfill soil types were provided behind the bridge abutment and the interaction was modelled using linear springs. The effect of backfill soil type on th...
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Main Authors: | , , |
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Format: | Conference or Workshop Item |
Language: | English |
Published: |
2014
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Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/60964/1/RedzuanAbdullah2014_EffectofCreeponTimeDependentBehaviour.pdf http://eprints.utm.my/id/eprint/60964/ |
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