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 formulation of maximum length limits of integral bridges on cohesive soils Dicleli, Murat (Canadian Science Publishing, 2005-08-01) This paper presents an analytical approach for predicting the length limits of integral bridges built on cohesive soils based on the flexural strength of the abutments and the low cycle fatigue performance of the steel H-piles at the abutments under cyclic thermal loading. First, H-piles that can accommodate large inelastic deformations are determined considering their local buckling instability. Then, a damage model is used to determine the maximum cyclic deformations that such piles can sustain. Next, non...
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.