A multi-level strategy for successively improved structural analysis of existing concrete bridges:examination using a prestressed concrete bridge tested to failure

Effect of boundary conditions and connection modelling in a nonlinear finite element analysis of a concrete dam.. Master’s thesis in Civil and Environmental Engineering Supervisor:

The one-way shear and punching shear capacity of the deck slab calculated using LoA approach is compared to 29. the failure load from the experiment; all the capacity was

In order to make non-linear finite element analyses applicable during assessments of the ultimate load capacity or the structural reliability of large reinforced concrete

G € ardin and Alexander Jimenez, and titled: “ Optical methods for 3D-reconstruction of railway bridges: Infrared scanning, close range photogrammetry and terrestrial laser scanning

This paper highlights the design concepts, material behavior, analysis approaches and structural systems for floating prestressed concrete structures deployed in shallow

The study included evaluation of methods to determine residual prestress forces in tendons, the usability and impact of two types of strengthening systems using CFRP, and

Keywords: shear deformation; reinforced concrete shear-critical beams; 2D 38.. concrete material model; finite

approach validate using experimental tests on reinforced concrete walls is then applied at the structural