Aderência de varões de aço para betão armado utilizados em Portugal. Avaliação estatística de um novo parâmetro que caracteriza o perfil nervurado
Impact of geometrical and environmental parameters on wind action in telecommunication monopoles
3D Shaking Table Tests Of A Full Scale 2-Storey Building With Fiber-Reinforced Elastomeric Isolators
Nonlinear response analyses of a 2-storey RC building with fibre-reinforced elastomeric isolators
Shaking table tests of a 2-storey R.C. building with fiber-reinforced elastomeric isolators
Finite element analysis of self-centering beam-to-column subassemblies in seismic-resilient steel MRF: preliminary evaluation of the frame expansion effects
Impact of fault modeling assumptions on regional seismic risk assessment: A case study of the 1963 Skopje earthquake, North Macedonia
Failure analysis of quasi-brittle materials using coupled refined finite elements and peridynamics incorporating cohesive effects
Thermal Effect of Firebrand Accumulation in Ceramic Roof Tiles
Response of undressed stone masonry under diagonal compression: an experimental and numerical study
Node-dependent kinematics approach for damage analysis of reinforced concrete structures
Heat Penetration and Thermal Response due to Firebrand Accumulation on the Exterior Walls of Dwellings
Numerical Study of High-Velocity Impact on Aeronautic Carbon Composites
Node-dependent kinematics approach for progressive damage analysis of pultruded composite structures based on 3D Tsai-Wu damage model
Analytical Calculation of Pile Lateral Deformations and Maximum Stresses: Application to Structural Modelling
Fracture energy regularization for the numerical modelling of concrete structures with recycled aggregate: An application with an UMAT user subroutine for ABAQUS
Numerical Simulation of the Thermal Effect of Firebrand Deposition on External Composite Walls
State of Art in Regularization Methods for Numerical Analysis of Structures with Softening
Assessment of the proposed wildfire curves for housing design protection
On the required number of records for the estimation of the “true” mean seismic demand of masonry building typologies
