Analytical prediction of displacement capacity and length limits of integral bridges

Date

2006-12-01

Author

Dicleli, Murat

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URI

https://hdl.handle.net/11511/75135

Conference Name

The Third International Conference on Bridge Maintenance, Safety and Management, (16 - 19 Temmuz 2006)

Collections

Department of Engineering Sciences, Conference / Seminar

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Analytical prediction of thermal displacement capacity of integral bridges built on sand Dicleli, Murat (SAGE Publications, 2005-02-01) In this research, analytical equations are developed to calculate the lateral displacement capacity and maximum length limits of integral bridges built on sand based on the low-cycle fatigue performance of the piles under cyclic thermal variations and the ultimate strength of the abutment under positive thermal variations. To formulate the displacement capacity and maximum length limits of integral bridges based on the low cycle fatigue performance of steel H-piles under cyclic thermal variations, first, H-...
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Citation Formats

M. Dicleli, “Analytical prediction of displacement capacity and length limits of integral bridges,” presented at the The Third International Conference on Bridge Maintenance, Safety and Management, (16 - 19 Temmuz 2006), Porto, Portekiz, 2006, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/75135.