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Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 11/2016, Volume 45, Issue 14, pp. 2261 - 2281
Journal Article
Meccanica, ISSN 0025-6455, 5/2018, Volume 53, Issue 7, pp. 1591 - 1611
This paper deals with the accurate modelling of unreinforced masonry (URM) behaviour using a 3D mesoscale description consisting of quadratic solid elements... 
Cyclic loading | Mesoscale modelling | Multi-surface plasticity | Classical Mechanics | Civil Engineering | Automotive Engineering | Mechanical Engineering | Damage | Physics | Interface elements | WALLS | BRITTLE MATERIALS | BEHAVIOR | ELEMENT | MECHANICS | INTERFACE MODEL | BRICK-MASONRY | CONTINUUM MODEL | Models | Anisotropy | Analysis | Green technology
Journal Article
Engineering structures, ISSN 0141-0296, 2018, Volume 165, pp. 486 - 500
•Novel strategy for 3D analysis of masonry arch bridges under pier scour.•Accurate and efficient description of the bridge components interaction.•Evaluation... 
3D modelling | Scour | Masonry arch bridges | Settlements | Nonlinear analysis | Mesoscale description | ENGINEERING, CIVIL | PIERS | BRICK-MASONRY | Bridges | Analysis | Models
Journal Article
Engineering structures, ISSN 0141-0296, 2015, Volume 101, pp. 662 - 676
•Stiffness reduction method developed for the flexural–torsional buckling assessment of beam–columns.•Shell finite element models validated against existing... 
Steel beam–columns | Inelastic buckling | Stiffness reduction | Flexural–torsional buckling | Steel beam-columns | Flexural-torsional buckling | INTERACTION FORMULAS | DESIGN | ENGINEERING, CIVIL | MEMBERS
Journal Article
Journal of constructional steel research, ISSN 0143-974X, 2015, Volume 109, pp. 87 - 100
This paper presents a stiffness reduction approach utilising Linear Buckling Analysis (LBA) with developed stiffness reduction functions for the... 
Lateral–torsional buckling | Steel beams | Inelastic buckling | Stiffness reduction | Lateral-torsional buckling | DESIGN | ENGINEERING, CIVIL | CONSTRUCTION & BUILDING TECHNOLOGY | RESISTANCE | STRENGTH | Reduction | Mathematical analysis | Plasticity | Nonlinearity | Stiffness | Steels | Assessments | Buckling
Journal Article
Applied mechanics and materials, ISSN 1660-9336, 10/2015, Volume 796, Issue Safety and Durability of Buildings and Structures, pp. 13 - 24
In this paper the behaviour of old floors made up of wrought iron beams supporting shallow masonry vaults is analysed. The performance of this structural... 
Computer simulation | Mathematical models | Masonry | Wrought iron | Cost analysis | Beams (structural) | Vaults | Military
Journal Article
Engineering (Beijing, China), ISSN 2095-8099, 2019, Volume 5, Issue 2, pp. 243 - 249
Structural analysis of steel frames is typically performed using beam elements. Since these elements are unable to explicitly capture the local buckling... 
Local buckling | Material modeling | Advanced analysis | Continuous strength method | Strain limits | FRAMES | ENGINEERING, MULTIDISCIPLINARY | HOT-ROLLED STEEL | STRENGTH | RELIABILITY | ULTIMATE CAPACITY | I-SECTIONS
Journal Article
International journal of solids and structures, ISSN 0020-7683, 2018, Volume 146, pp. 224 - 240
Realistic assessment of existing masonry structures requires the use of detailed nonlinear numerical descriptions with accurate model material parameters. In... 
Flat-jack test | Sensitivity analysis | Surrogate models | Diagonal compression test | Genetic algorithms | SEISMIC ASSESSMENT | SHEAR WALLS | CLAY BRICK | STRENGTH | COMPRESSION | DAMAGE MODELS | MECHANICS | HOMOGENIZED LIMIT ANALYSIS | INTERFACE MODEL | INPLANE | UNREINFORCED MASONRY | Analysis | Models | Green technology
Journal Article
Engineering Structures, ISSN 0141-0296, 08/2014, Volume 73, pp. 72 - 84
•Stiffness reduction method developed based on the European column buckling curves.•Finite element models validated against existing experimental... 
Steel beam-columns | Inelastic buckling | Stiffness reduction | Steel columns | ENGINEERING, CIVIL | FRAMES | ELASTIC ANALYSIS | Steel, Structural | Analysis | Methods
Journal Article
Journal of Structural Engineering, ISSN 0733-9445, 02/2016, Volume 142, Issue 2, p. 4015146
AbstractThis paper investigates the behavior of spandrels in perforated walls of existing unreinforced masonry buildings. The main results of experimental... 
Technical Papers | Cyclic loading | Experimentation | Masonry | Rehabilitation | Energy dissipation | Concrete and masonry structures | TESTS | ENGINEERING, CIVIL | CONSTRUCTION & BUILDING TECHNOLOGY | STRENGTH | Analysis | Loading and unloading
Journal Article
Proceedings of the Institution of Civil Engineers: Engineering and Computational Mechanics, ISSN 1755-0777, 06/2018, Volume 171, Issue 2, pp. 65 - 78
Modern design methods for sandwich panels must attempt to maximise the potential of such systems for weight reduction, thus achieving highly optimised... 
Mathematical modelling | Structures & design | Buildings | Slabs & plates | Honeycomb cores | Honeycomb construction | Failure modes | Nonlinear analysis | Sandwich structures | Design optimization | Finite element method | Weight reduction | Plates (structural members) | Mathematical models | Stiffness | Sandwich panels | Buckling
Journal Article
Construction & building materials, ISSN 0950-0618, 2018, Volume 173, pp. 820 - 842
•Accurate modelling strategy for nonlinear simulations of single span masonry arch bridges.•Masonry arches are represented using a detailed mesoscale approach... 
Masonry arch bridge | Arch-soil interaction | Masonry mesoscale description | Backfill | Nonlinear analysis | FILL INTERACTION | ENGINEERING, CIVIL | CONSTRUCTION & BUILDING TECHNOLOGY | MATERIALS SCIENCE, MULTIDISCIPLINARY | Bridges | Analysis | Models | Finite element method | Usage
Journal Article
Structural safety, ISSN 0167-4730, 2017, Volume 69, pp. 11 - 22
•A probabilistic framework for probabilistic scour assessment is proposed.•A Markov-process approach is employed to account for memory effects.•The hydrograph... 
Bridges | Markov process | Flood occurrence | Scour | Risk assessment | ELEMENTS | ENGINEERING, CIVIL | LOCAL SCOUR | DEPTH | COHESIVE SOILS | Markov processes | Analysis | Hydraulic measurements
Journal Article
Journal of Structural Engineering (United States), ISSN 0733-9445, 09/2017, Volume 143, Issue 9, p. 4017088
The research presented in this paper addresses the influence of nonstructural masonry infill on the resistance of multistory buildings to progressive collapse... 
Robustness assessment | Masonry infill | Experimental test | Progressive collapse | Alternate load path | Concrete and masonry structures | ENGINEERING, CIVIL | PANELS | CONSTRUCTION & BUILDING TECHNOLOGY | SUDDEN COLUMN LOSS | MULTISTORY BUILDINGS
Journal Article
Engineering Structures, ISSN 0141-0296, 11/2019, Volume 199, p. 109624
•Design of steel members using advanced inelastic analysis with strain limits.•Strain limits mimic local buckling and control spread of plasticity in beam... 
CONTINUOUS STRENGTH METHOD | ENGINEERING, CIVIL | BEHAVIOR | HOT-ROLLED STEEL | COLUMNS | I-SECTIONS | ULTIMATE CAPACITY | Strain analysis | Compression | Structural members | Inelastic analysis | Internal forces | Stability analysis | Design analysis | Steel | Structural steels | Design | Combined loading | Cross-sections | Plasticity | Bending | Buckling | Cross sections | Structural analysis | Elastic analysis
Journal Article
Journal of Constructional Steel Research, ISSN 0143-974X, 05/2020, Volume 168, p. 105980
Steel framed structures are affected, to greater or lesser extent, by (i) geometrical nonlinearity associated with the change in geometry of the structure... 
Journal Article
Engineering structures, ISSN 0141-0296, 2019, Volume 197, p. 109372
•Efficient 3D modelling of punching shear failure with nonlinear joint elements.•Joint elements incorporate Critical Shear Crack Theory failure criterion.•Post... 
ENGINEERING, CIVIL | REINFORCED-CONCRETE | RC SLABS | RESISTANCE | CONCRETE FLOOR SLABS | STRENGTH | COMPOSITE | Methodology | Punching | Shear resistance | Nonlinear analysis | Shear strength | Boundary conditions | Codification | Rotation | Flexing | Reinforced concrete | Finite element method | Adequacy | Punching shear | Shear stress | Reinforcement | Mathematical models | Three dimensional models | Slabs | Failure | Columns (structural)
Journal Article