DSpace JSPUI

Design of Spread Foundations on Rock Mass in the Second Generation of Eurocode 7 See

On the limit state design of bolted rock slopes: Challenges and a way forward See

Optimal rock slope support and geological survey from value of information analysis See

Rock mechanics: a retrospective on its development and a perspective on the evolution of research and applications See

Modelling the collapse of a masonry tower during the 2015 Nepal earthquake with support from a video-camera recording See

Shear Strength of Rock Discontinuities with Emphasis on the Basic Friction Angle Based on a Compiled Database See

First infilling of the underground structures of the Gouvães hydroeletric scheme - Monitoring and observed behaviour See

Stability analysis of concrete dam foundations following a hybrid discrete element/finite element approach See

Numerical modeling of reinforcement solutions in traditional stone masonry using a particle model See

A contact-based constitutive model for the numerical analysis of masonry structures using the distinct element method See

Quantification of the crack propagation and global failure mechanism of single- and multi-ring masonry arch bridges See

Exploring the Cyclic Behaviour of URM Walls with and without Damp-Proof Course (DPC) Membranes through Discrete Element Method See

Collapse of the Dharahara Tower During the April 25, 2015 Nepal Earthquake: A New Interpretation Based on Video-Camera Footage See

Damping models for dynamic analysis of masonry vaults with discrete elements See

Seismic performance assessment of Bouçã arch dam. Non-linear analysis considering joint movements and concrete damage under tension and compression See

State-space FE approach for modal analysis of concrete dams. Deterioration assessment of Cahora Bassa dam See

Non-linear seismic response of an ultra-high arch dam. ETA based safety assessment See

The Role of Situatedness in Immersive Dam Visualization: Comparing Proxied with Immediate Approaches See

Resposta sísmica não-linear de uma barragem abóbada com 300 m de altura. Avaliação da segurança estrutural. (SBP e SMP) para diferentes cotas de água See