Cyrille Denis Tetougueni
- Effect of blast load on the structural integrity of steel arch bridge slab. Dans: Engineering Failure Analysis, v. 139 (septembre 2022). (2022):
- Effect of geometry parameters on the seismic capacity of masonry arches. Dans: Procedia Structural Integrity, v. 11 ( 2018). (2018):
- Failure analysis of masonry arch with no-horizontal support settlement. Dans: Procedia Structural Integrity, v. 11 ( 2018). (2018):
- Rigid-block analysis of archeological elements retrofitted with external post-tensioning system. Dans: Procedia Structural Integrity, v. 29 ( 2020). (2020):
- Structural response of cable-stayed bridge subjected to blast load. Dans: Procedia Structural Integrity, v. 18 ( 2019). (2019):
- Nonlinear seismic analysis of masonry bridges under multiple geometric and material considerations: Application to an existing seven-span arch bridge. Dans: Structures, v. 34 (décembre 2021). (2021):
- Post-buckling of network arch bridges subjected to vertical loads. Dans: Structure and Infrastructure Engineering, v. 17, n. 7 (octobre 2021). (2021):
- Structural performance of a steel cable-stayed bridge under blast loading considering different stay patterns. Dans: Engineering Structures, v. 219 (septembre 2020). (2020):
- (2020): Different Approaches to Assess the Seismic Capacity of Masonry Bridges by Non-linear Static Analysis. Dans: Frontiers in Built Environment, v. 6 (janvier 2020).
- Lateral Stability of Network Arch Bridges. Présenté pendant: ARCH 2019, 9th International Conference on Arch Bridges, 2-4 October 2019, Porto, Portugal. (2019):
- A review of methods for strengthening of masonry arches with composite materials. Dans: Engineering Structures, v. 171 (septembre 2018). (2018):