Dissertations

  • A comprehensive study on damage and deterioration of historic structure – Bustehrad Castle
  • Advanced numerical tool to analyze monitoring data
  • Application of capacity spectrum method to medieval constructions
  • Application of natural fiber reinforced lime mortar as repair material – Perspective of fracture analysis
  • Building science of Indian temple architecture
  • Carbonation processes of early age lime mortar
  • Cast iron column under ambient and elevated temperature with Vinohrady Brewery’s case study
  • Dynamic identification and vibration-based damage detection of historical constructions
  • Experimental and numerical tests on non-standard lime based mortar specimens
  • Historical case study: The Frari’s Basilica in Venice
  • Inventory of FRP strengthening methods in masonry structures
  • Inventory of repair and strengthening methods timber
  • Inventory study of repair and strengthening methods for masonry in historical constructions
  • Investigation on the use of iron and steel for restoration purposes during 19th and 20th centuries
  • Macro-modelling of ruins of St. Paul’s, Macau
  • Masonry arches strengthened with composite materials
  • NDT evaluation of historical constructions
  • Reconstruction of the structure of the Visogothic Baptisterium of Barcelona
  • Restoration of concrete in 20th century heritage constructions
  • Safety assessment of Mallorca Cathedral
  • Seismic analysis of Sta. Maria del Mar Church in Barcelona
  • Seismic assessment of historical masonry structures by non linear analysis
  • Seismic assessment of strengthening methods of masonry constructions by means of capacity spectrum method
  • Seismic isolation of masonry buildings using fiber reinforced elastomeric isolators
  • Sulphate attack and the role of thaumasite in historical constructions
  • Survey of historical building
  • Thermoelastic analysis of Vladislav Hall Vault in Prague Castle
  • 1755 Lisbon earthquake and protection of cultural heritage from future earthquakes with a comparative study about earthquakes and risk preparedness in Istanbul
  • Analysis of remedies for dampness problems in historical buildings (Viznov, St. Ann Church and Hermankovice, All Saints church)
  • Assessment and rehabilitation of historic concrete structures – Citta’ della musica in Marghera
  • Bending tests on non-standard mortar specimens
  • Blast analysis of railway masonry bridges
  • Comparison of calculated and measured dynamics characteristics of a historical construction
  • Dynamic identification and model updating of Saint Torcato Church
  • Enhanced flat-jack tests for irregular masonry walls
  • Finite element study of bond-slip behaviour CFRP and GFRP laminates on brick masonry
  • First and second order analysis of St. Ann’s church timber roof in Viznov, Czech Republic
  • Flexural strengthening of reinforced concrete beams with prestressed FRP laminates
  • Historical Industrial arched R.C. structures: investigation and modeling
  • Inventory of repair and strengthening methods with iron and steel
  • Inventory of repairing and strengthening techniques for masonry arch bridges
  • Investigation of the use of iron in construction from the antiquity to the technical revolution
  • Lay-out of seismic strengthening of Mallorca cathedral
  • Numerical modeling of reinforced concrete beams repaired with polymer modified mortar
  • Research on the restoration of heritage structures: Portland cement and concrete repair applications and repercussions
  • Retrofitting of riveted shear connections
  • Seismic limit analysis of ancient masonry structures
  • Seismic vulnerability of historical structure case study: San Marco church in the sequence of 2009 Abruzzo earthquake
  • Seismic vulnerability of historical structures. Damage state of the Abruzzo churches, in the sequence of the 2009 earthquake
  • Stability analysis of Famagusta Churches: Saint George of the Latins
  • Static monitoring analysis of Mallorca cathedral
  • Structural analysis of the roof of St. Anne’s church
  • Structural evaluation of historical steel bridges
  • Structural survey of historical building church St. Lawrence
  • Study of earth-grout mixtures for rehabilitation
  • Wind and earthquake analysis of spire of Cimborio of Barcelona cathedral
  • Analysis of a thin tile vaulted structure
  • Analysis of draped-mesh cinder concrete patent floor systems
  • Assessment of current standards for evaluation of shear FRP strengthening of concrete beams
  • Damage survey and collapse mechanisms due to seismicity in Gothic churches around Catalonia region and Mallorca
  • Dynamic analyses of a masonry building tested in a shaking table
  • Dynamic monitoring analysis of Mallorca Cathedral
  • Dynamic monitoring of monumental buildings struck by the April 2009 Abruzzo earthquake: pre-and post-processing procedures
  • Experimental cyclic behaviour of timber shear walls
  • Graphics analysis of gothic vaults
  • Identification of the tensile force in tie-rods using modal analysis tests
  • Investigation of a faulty historical structure
  • Laudon Pavilon: identification of damage scenarios during a flood
  • Limit analysis: collection of examples of applications
  • Modelling of bond in masonry strengthened with FRP laminates through FE smeared crack approach
  • Numerical simulation on buckling failure of the masonry load bearing walls
  • Safety analysis of the old Portuguese Cathedral in Safi
  • Seismic analysis and strengthening of Mallorca Cathedral
  • Seismic analysis of a masonry aggregate in Italy
  • Seismic vulnerability assessment of the Trap shooting building in Venice
  • Simplified analysis of strength of masonry shear walls
  • Steel fibre reinforced self-compacting concrete thin layer for the flexural strengthening of ancient arch structures: Experimental and numerical research
  • Structural and material analysis of Ss Paul and Peter Church, Famagusta Cyprus
  • Structural modelling of masonry structures severely damaged by earthquake – case study of St. Marco’s Church in L’Aquila
  • The ‘Guardian of the Pontifical State’ – Structural assessment of a damaged coast watchtower in South Lazio
  • A comprehensive evaluation of the repair of the roof of the Royal Palace at Castle Tocník, impact on heritage values, benefits and economic efficiency
  • Analysis of a masonry viaduct of Parc Guell in Barcelona by funicular modelling
  • Assessment Techniques of traditional metallic structures
  • Calibration of the numerical behaviour of multi-leaf stone masonry walls based on experimental results
  • Design procedures for the use of EB FRP in shear strengthening of reinforced concrete beams
  • Detailed numerical simulation of experiments on masonry arch bridges by using 3D FE (I)
  • Detailed numerical simulation of experiments on masonry arch bridges by using 3D FE (II)
  • Detailed structural analysis of Mallorca cathedral’s structure on a global mode
  • Dynamic Monitoring of Mallorca Cathedral
  • Experimental study on the effectiveness of the grout technique on three-leaf stone masonry walls
  • Fatigue Study on Metal Elements Strengthened with innovative Materials
  • Historical and Structural Survey of the Medieval Stone Bridge in Prague UNESCO listed (I)
  • Historical and Structural Survey of the Medieval Stone Bridge in Prague UNESCO listed (II)
  • Investigation of a faulty historical structure: Santa Barbara Church
  • Moisture Problems in Irish Tower Houses: Application to Barryscourt Castle
  • Non-destructive tests and degradation Assessment of Old Chestnut Timber
  • Rammed earth: feasibility of a global concept applied locally
  • Seismic analysis of a masonry building aggregate prior and after strengthening interventions
  • Seismic analysis of a typical masonry Building from Barcelona’s Eixample district (I)
  • Seismic analysis of a typical masonry Building from Barcelona’s Eixample district (II)
  • Strain Hardening Fiber Reinforced Cement Based Material for the Strengthening of Ancient Structures
  • Strengthening of structural elements of adobe constructions against seismic loads
  • Structural and seismic behavior of typical masonry buildings from Bosnia and Herzegovina
  • Structural behaviour of masonry walls strengthened with mortar layers reinforced with FRP grids
  • Structural Health monitoring of historic structures – two case studies in Verona, Italy
  • The South Oculus at Canterbury Cathedral
  • Use of reinforced concrete in restoration in Italy (Carlo Scarpa and Castelvecchio)
  • Vulnerability analysis of historical centers: the case study of Oratino, Italy
  • 3D numerical simulation of experiments on masonry arch bridges
  • Automated procedure for static limit analysis
  • Behaviour of FRP strengthened beams subjected to temperature variations
  • Characterization of the response of quasi-periodic masonry: Geometrical investigation, homogenization and structural application
  • Computer modelling of static resistance of historical masonry arch bridge
  • Computer modelling of the spatial variability of material parameters within historical masonry arch railway bridge
  • Ductile connection characterization regarding seismic retrofitting of masonry buildings
  • Durability and conservation of sandstone in heritage structures
  • Dynamic identification and modal Analysis of Ras Charratine Medersa in Fez, Morocco
  • Experimental mechanical characterization of historical mortars by Windsor pin pentrometer
  • Feasibility study of Textile Reinforced Shotcrete for Strengthening Unreinforced Masonry Structures
  • Historical and Structural Survey and Comparison of Roof Structure Typology of Buildings in Europe and Korea
  • Innovative retrofitting materials for brick masonry infill walls
  • Kinematic Analysis and Intervention Design of a Complex Building Aggregate in Villa Santa Lucia degli Abbruzzi in L’Aquila Province
  • Load rating Assessment of the Pisek Stone Bridge (Kamenni most v Písku)
  • Mechanical Characteristics of historical beams of Picea abies wood
  • Mechanical Characterization of Traditional Adobe Masonry Elements
  • Monitoring and Structural Assessment of Monuments in the Historical Centre of L’Aquila struck by the 2009 Earthquake: the Case Study of St. Silvestro Church
  • Movement of historical structures as a preservation strategy
  • Nonlinear seismic analysis of a masonry arch bridge
  • Parametric Study of a Historical Masonry Building Subjected to Seismic Loading
  • Processing interventions on Gavgard of Kerman Carpet Co. From analysis to monitoring
  • Seismic Assessment of the Roman Temple in Évora, Portugal
  • Seismic Vulnerability Assessment of Pediatric Clinic in Padua’s Hospital
  • Seismic Vulnerability Study on the Connection Between Structural and Artistic Damage in Historical Buildings
  • Structural analysis of hystorical foof trusses focusing on a traditional timber joint
  • A Bayesian approach to NDT data fusion for St. Torcato Church
  • A study of test data for an informed assessment of old metallic structures and early reinforced concrete structures
  • Advanced numerical modeling of RC members flexural strengthened with NSM CFRP strips
  • Analysis of remedies for dampness problems in historical buildings
  • Archaeoseismic analysis of the Pythion Theatre Ruins in Gortyna, Crete
  • Computational modelling of masonry failure
  • Determining radial and tangential shrinkage coefficients of wood by standards and digital image correlation methods
  • Flexural out-of-plane retrofitting of masonry walls in historical constructions
  • Identification of the fracture energy properties of soft-mud brick and lime mortar
  • In situ assessment of strength of historic wood
  • Mechanical characterization of traditional connections in half-timbered walls: experimental results and retrofitting solutions
  • Methodology for the analysis of vulnerability and seismic assessment applied in the case of San Fermo Maggiore (Verona, Italy)
  • Non-destructive identification of the mechanical response of FRP strengthened brickwork walls with modal analysis
  • Numerical model and seismic structural analysis of the Lamberti Tower
  • Numerical modelling of bond in SRG-strengthened masonry
  • Numerical modelling of masonry vaults strengthened with transversal diaphragms
  • Refurbishment of a historical roof structure
  • Refurbishment of iron/steel buildings: consolidation and change of use
  • Safety analysis of modern heritage masonry buildings: box-buildings in Recife, Brazil
  • Seismic assessment of historical masonry buildings
  • Sensitivity analysis of the seismic behavior of ancient masonry buildings
  • Simulation of the effect of auxiliary ties used in the construction of Mallorca cathedral
  • Structural analysis of selected vaults of the buildings of the Hospital Sant Pau
  • Structural analysis of the Church of the Poblet Monastery
  • Structural analysis of the historical timber trussted roofs
  • Structural and historical assessment of the 17th century timber roof in the house Nr. 414/I in Prague Old Town
  • Structural survey of historical buildings
  • Study of the correlation between weather conditions, heating of structural elements and dynamic comportment of Mallorca Cathedral
  • Study of the over-strengthening of brick masonry for eccentric loading
  • Study on public perception of heavily restored heritage structures
  • The use of cementitious composites in strengthening of reinforced concrete structures
  • Analysis of applicability of classic calculus methods on arches with a critically low number of voussoirs
  • Analysis of the faults in the church of the Sacred Heart in Prague
  • Analytical model for shear capacity of masonry retrofitted with fiber reinforced mortar layer
  • Calibration of empirical curves to estimate the adhesion efficiency of FRP shear reinforcement
  • Canterbury Cathedral – structural analysis of the South Aisle
  • Computational modeling of irregular masonry failure
  • Evaluation of the effects of protective treatment on sandstone
  • Grout injection in multi-leaves masonry walls: Effectiveness evaluation and sensibility analysis
  • Industrial heritage in Northern Portugal. The example of Fábrica Confiança
  • Investigation and intervention procedures of industrial heritage buildings. Case study: the cooling station of Verona
  • Mechanical characterization of historical masonry materials
  • Methodology for seismic assessment applied to the case study of Tower Anziani in Padua (Italy)
  • Numerical modeling of traditional timber connections
  • Numerical modelling of experimental tests on cylindrical masonry specimens
  • Rammed earth construction technology
  • Restoration mortar with recycled fibres from ELTs
  • Retrofitting of cast iron columns
  • Seismic assessment of the Temple of Poseidon in Sounion, Greece
  • Simplified fragility curves for single-span masonry arch bridges
  • Structural survey of St. Jacob’s Church and comparison with St. Ann’s Church (broumov group of churches)
  • Study of the Armenian Church in Famagusta
  • The structural intervention of St. Torcato Church: documentation and analysis of the strengthening works
  • Thermo-mechanical analysis of Charles Bridge in Prague
  • Typology-based methodology for in-situ testing of masonry
  • Advanced Computational Modelling of Taq-Kisra, Iraq
  • Analysis of infill replacement methods for arched structures
  • Analysis of Moisture Problems and Protection against Water In Monasteries
  • Analysis of vulnerability and seismic assessment of an historic complex in Padova
  • Analytical expressions for the compressive strength and elastic properties of historical masonries
  • Assessment and Rehabilitation of the Bôco Bridge
  • Collapse of Stone masonry Heritage Structures: Learning from building failures
  • Dynamic analysis of masonry building subjected to seismic loading
  • Dynamic procedures to estimate the axial force in Historical ties
  • Evaluation of structural intervention in the Quartel das Esquadras, Almeida (Portugal)
  • Experimental testing of cylindrical specimens of aerial lime mortar masonry
  • Fábrica do Paleão: Structural Assessment of Iron in Industrial Heritage
  • Finite element analysis of settlement damage in building
  • Flexo-compression performance of masonry walls with lime mortar and material characterisation
  • Geometrical characterization with laser scan techniques for assisting the structural assessment of historical constructions
  • Historical and structural analysis of the development of roofing of the Powder Tower in Prague´s Old Town
  • Insurance issues for existing buildings in seismic zones
  • Modelling of timber floors in strengthened conditions for seismic improvement
  • Modelling the response of joints between old and new concretes in repaired or retrofitted structures by concrete enlargement
  • Numerical analysis of masonry vaults and on-site full scale testing
  • Numerical Analysis of the In-plane Behaviour of FRCM-strengthened Masonry Walls
  • Numerical investigation on the seismic performances of rammed earth construction
  • Numerical modelling of out-of-plane behaviour of masonry structural members
  • Portland cement history, durability, natural cements, Roman cements, hydraulic binders
  • Preservation and repair of rammed earth constructions
  • Prestressing System for Retrofitting a Historical
  • Rehabilitation of timber framed buildings by improvement of energy efficiency
  • Safety Evaluation of the Imperfect Chapels from Batalha Monastery
  • Seismic Analysis of the Church of Kuño Tambo (Perú)
  • Seismic assessment by equivalent frame modelling of Palacio Pereira, Santiago de Chile
  • Seismic Assessment of Masonry Arch Bridges with Fiber Element Strategy
  • Seismic assessment of unreinforced masonry buildings by means of non-linear static procedures and incremental dynamic analysis
  • Simplified methods for the structural assessment of skewed masonry arch bridges
  • Simulation of bond failure in corroded reinforced concrete continuous structure
  • Simulation of the failure of masonry walls subjected to out of plane loading using the discrete element method
  • Strengthening of adobe walls against the out-of-plane effects of seismic loads
  • Structural Analysis of the Masonry Envelope of Ica Cathedral, Peru
  • Structural Analysis of the timber structure of Ica Cathedral, Peru
  • Structural Assessment of St. Benedetto’s Crypt in Verona, Italy
  • Structural Survey of Historical Building U trí Seker
  • Structural Survey of Historical Masonry of St. Ursula (Voršila) Monastery in Prague
  • Study on possibilities for low-cost monitoring of historical structures
  • Advanced modelling of systems composed of masonry walls and lintels subjected to in-plane forces
  • Analysis of Lusitanian Timber Framed Walls with Shallow Foundations
  • Analysis of the behaviour of traditional carpentry joints – effects of extreme climatic conditions
  • Application of the laser scan technique to support the structural assessment of existing constructions
  • Assessment of a gothic steel church: San Sebastian Church
  • Assessment of seismic vulnerability of vernacular buildings in urban centers
  • Assessment of traditionally produced hydraulic lime
  • Bamboo as a potential material for strengthening and reinforcement of structures
  • Compatibility of different cements and binders with the properties needed for reparation of lime mortars in stone and masonry walls: Study of solutions with alternative materials
  • Computational modeling of the arch stone bridge in Rabštejn, Czech Republic
  • Digital image correlation and experimental testing of masonry samples
  • Discrete elements method to predict failure mechanisms of unreinforced masonry walls
  • Examination of the decay pattern and cleaning interventions on historical marbles
  • Experimental analysis of bond of SRPs applied to masonry bricks with flexible polymers
  • Experimental study of the influence of prestressing the fibre mesh on the mechanical properties of TRM
  • FEM modelling and analysis of Palacio Pereira, in Santiago de Chile
  • Lapped scarf joint with inclined faces and wooden dowels intended for tensile loads: analysis and design
  • Modeling and analysis of plywood shell structures
  • Modeling of the behaviour of TRM-strengthened masonry walls
  • Modelling of the seismic performance of a rammed earth building
  • Numerical modelling of duolam timber elements strengthened with GFRP laminates
  • Numerical modelling of the cyclic behaviour of timber-framed structures
  • Numerical simulation of RC slabs strengthened with pre-stressed CFRP laminates
  • Optical monitoring & modelling of masonry behaviour under shear load
  • Retrofitting of riveted shear connections
  • Seismic strengthening of rammed earth constructions using reinforced coatings
  • Simulation of structural behavior of masonry walls using discrete element modeling
  • Structural analysis of historical timber roof trusses in Prague
  • Structural analysis of Palladio’s timber bridge in Bassano del Grappa
  • Structural analysis of the church of the Monastery of San Miguel de Refojos
  • Structural performance of masonry walls built with fibre reinforced mortar
  • The São Francisco portal in Almeida: modelling, analysis and conservation
  • 2016 Central Italy Earthquake: seismic assessment of “Pietro Capuzi” school in Visso (Marche)
  • Aging Tests to Assess the Durability of Building Materials to Salt Crystallization- Towards a More Realistic and Effective Use of Sodium Sulfate
  • Assessment of the seismic behaviour of timber-framed walls with detailed non-linear analysis
  • BIM for Cultural Heritage information management
  • Characterisation of mesh-mortar-rammed earth interactions in LC-TRM strengthening
  • Combination of non-destructive tests for surface and in depth location of decay in timber structures
  • Numerical Evaluation of the Bearing Capacity of the All Saint´s Church Walls in Broumov, CR
  • Comparison of Modeling Approaches to Analysis of Masonry Arch Bridges
  • Deployment of a low-cost digital platform for the monitoring of Santa Maria del Mar church in Barcelona
  • Dynamic identification and model updating of typical Dutch masonry house
  • Earthquake-induced damage assessment in an historical bell-tower based on long-term dynamic monitoring data
  • Experimental study of the influence of textile reinforcement on the structural response of reduced scale rammed earth buildings
  • Fatigue assessment of riveted connections in old metallic bridges
  • Flexural Tests of Consolidation Effects on Stone
  • Investigation of the strength of spandrels in masonry façades
  • Macro-scale analysis of damage and vulnerability assessment of URM churches after 2016-2017 earthquakes in Italy
  • Modelling of the seismic behaviour of TRM-strenghtened rammed earth walls
  • Multi-analytical characterisation of Roman structural binders from the Terme del Srano of the archaelogical site of Pompeii
  • Numerical Analysis of Bell Tower of St.Jakub in Kutná Hora
  • Numerical analysis of historical timber frame structures
  • Numerical analysis of the reinforced arch method
  • Numerical modelling of the seismic behaviour of timber-framed structures using macro-elements
  • Numerical simulation strategies for superadobe walls and arches
  • Optimization of a Computational Model for the Restoration of the Intrados of the Charles Bridge (Prague)
  • Out-of-plane simulation of masonry structures using novel finite element techniques
  • Proposal of Measures for Preserving the Historical Fresco of the Assumption of the Virgin Mary by V.V.Reiner
  • Rammed Earth Construction: Influence of the Water Content on the Mechanical Properties of the Material
  • Robustness-based assessment of railway masonry arch bridges
  • Seismic assessment of ancient water towers in Roman Pompeii
  • Shear behaviour of concrete elements strengthened with Fibre Reinforced Cementitious Composites (FRCM)
  • Structural performance of shells of historical constructions: The Municipal Theatre of Rio de Janeiro
  • The Effect of Bird Excrements on Copper and Bronze
  • The Impact of the Connection Stiffness on the Behaviour of a Historical Steel Railway Bridge
  • The Structural Survey of Historical Building Strahovská FARA in Pohorelec
  • Vulnerability assessment as a tool to mitigate and manage seismic risk in old urban areas
  • Vulnerability assessment of monumental masonry structures including uncertainty
  • Analysis of historical interior by building performance simulation
  • Building Information Modelling in the context of structural preservation of historical monument:methodological aspects and application to “Paço dos Duques”
  • Building with Earth. Historical Revision and Improved Characteristics by Adding Recycled Materials
  • Calibration of finite elements model of St. Jakub in Cirkvice by modal testing
  • Characterisation of historic burnt clay bulidng ceramics with respect to their production technology and raw material provenance
  • Conserving the Bagan built heritage: Structural assessment of the Loka-Hteik-Pan Temple
  • Determination of component ratio in a historic lime based mortar
  • Effects of Fire on the Piers of Santa Maria del Mar
  • Experimental characterization of steel and basalt fiber reinforcements for masonry walls
  • Methods and related indices for evaluating, managing and mitigating earthquake risk in historical centers
  • Nonlinear numerical evaluation of the bearing capacity and the structure stability of the St. Jacob Church from the Broumov Group of Churches
  • Nonlinear numerical evaluation of the wall bearing capacity and the structure stability of the St. Ann Church from the Broumov Group of Churches
  • Numerical simulation of the seismic response of a Monitored Building during the Central Italy 2016 Earthquake Swarm
  • Out-of-plane behaviour of stone masonry walls built with earthquake resistant techniques
  • Seismic vulnerability and risk assessment of historic masonry buildings in Mexico City
  • Seismic Vulnerability Assessment of Masonry Churches Including Uncertainty
  • Seismic Vulnerability Assessment of Masonry Structures in Archaelogical Sites with the 3D Discrete Element Method
  • Strengthening of Historical Steel Bridges
  • Structural binders in ancient public buildings: case study of the Roman Theatre of Padova (North-Eastern Italy)
  • Structural conservation and monitoring proposal at City Palace Udaipur, Rajasthan, India
  • The analysis of the Timber Roofs of the Loreta in Prague
  • Thermo-mechanical simulation of the structural performance of Historical Masonry under fire conditions
  • Vulnerability Analysis of Timber Frame Walls Under Seismic Loading
  • Microstructure of ancient Roman seawater concrete and thermo-mechanical analysis
  • Seismic performance of the Church Ruins of Carmo Convent
  • Physicochemical and mechanical properties for earth-based products with natural fibres and residues: Comparison of old earth constructions with waste recycling products possibilities
  • The ultimate load capacity of the road historical steel bridge
  • Modelling and safety assessment of the Santa Maria Maddalena Church, Ischia, Italy
  • Study of the seismic vulnerability of Catalonian Romanesque churches: Church of Poblet Monastery and church of Sant Miquel de Cruïlles
  • 3D numerical simulation of the load test on a masonry barrel arch bridge
  • Stability analysis of St. Barbara’s Church in Otovice
  • Numerical analysis of the strength capacity of timbrel and composite timbrel-concrete vaults
  • Seismic Vulnerability Assessment of Archaeological Masonry Structures. The case of Apollo Nymphaeum in Hierapolis (Turkey)
  • Stochastic micromodeling of historic masonry
  • Wooden pegs in the retrofit of timber constructions
  • Seismic analysis of two churches in Castelsantangelo sul Nera (MC) damaged by the Centre of Italy 2016 earthquake
  • Static analysis of masonry arched and buttressed retaining walls
  • Study of a Roman building in the archaeological site of Nora: from the material analysis of a concrete pavement to the reconstruction of the two floor structural system
  • Numerical Modelling of the seismic performance of Romanian traditional timber-framed buildings
  • Conservation of 20th century concrete heritage: A case study in Prague
  • Study of the seismic vulnerability of Catalonian Romanesque churches: Church of the cathedral of la Seu d’Urgell and church of the Monastery of Vilabertran
  • Reliability analysis of St. Barbara’s Church in Otovice
  • The seismic vulnerability assessment of an Italian municipality hit by the 2016 Central Italy earthquake through empirical and analytical methods
  • Numerical analysis of climatic conditions influence on the current state of the St. Ann Church
  • Archaeological and engineering approaches for the study and assessment of Roman bridges in Padova
  • Safety Assessment of the Shah Mosque in Esfahan, Iran
  • Structural characterization and analysis of the Castle of Arbeteta, Spain
  • Exploring the use of hybrid FRP composites on the confinement of RC beam-column joints
  • Assessment and reinforcement of existing dowel-type timber joints
  • Displacement Based Assessment of a Masonry Building: a Case Study of Pietro Capuzi School in Visso, Italy
  • Numerical safety assessment of earthen structures in La Alhambra, Granada, Spain
  • Assessment of the Beira Railway Station
  • Structural Analysis of historic reinforced concrete building – Fuchs’ Café in Prague
  • Dynamic experimental determination of the tension stress in reinforcing ties in masonry arches and vaults
  • Salt crystallization decay on stone masonry buildings: from experimental to onsite assessment
  • The application of the SMA for the fast emergency strengthening of steel historical bridges
  • Investigation of soil settlement effects on the equilibrium of a Romanesque barrel vault
  • Safety Assessment of the Archaeological Tunnels in Copán – Honduras
  • Seismic performance of masonry buildings enlarged with additional stories in Barcelona urban centre
  • Multidisciplinary approaches for the study and reconstruction of the Roman theatre of Nora (Sardinia, Italy)
  • Seismic monitoring with low cost MEMS sensors: a case in Central Italy
  • The assessment of the water transport in the masonry-soil complex of the 18th century churches
  • Code-based seismic assessment of masonry buildings: analysis and application to a case study
  • Experimental and numerical analysis of cocciopesto mortar under mixed mode of fracture
  • Anisotropic nonlinear homogenized constitutive model of masonry walls
  • Mechanical behaviour of masonry arches and vaults with and without strengthening. A comparative study of experimental campaingns to analytical and numerical models
  • Seismic vulnerability analysis of a typical hybrid building of Eixample district in Barcelona
  • Strengthening of existing timber floors with Engineering Wood Products
  • Dynamic characterisation of the bell tower of Sant Cugat Monastery
  • Evaluation of ancient bricklayers’ skills using numerical estimations of the masonry strength of the walls of Churches from the Broumov Group
  • Seismic behavior of traditional timber-framed buildings: engineered vs vernacular systems
  • Reduction of seismic vulnerability of existing masonry buildings through energy dissipation devices
  • Study of the seismic performance of traditional masonry buildings in the “Barceloneta” neighbourhood of Barcelona
  • Seismic behaviour and strengthening of the Myin Pya Gu Temple
  • A new Scan to BIM to FEM procedure: Integration of 3D modelling techniques
  • Numerical analysis of an earthen masonry structure subjected to blast loading
  • Seismic behaviour of timber-framed buildings: numerical analysis
  • Gothic stone masonry cross-sections – NDT sonic tomography
  • Prediction of elastic modulus of masonry through sonic tests
  • Load rating of the stone arch bridge at Poniklá using 2D and 3D models
  • Integrating BIM technology in the vulnerability assessment of historic masonry aggregates
  • Evaluation of exposure and vulnerability indicators for assessing multi-hazard risk in urban areas
  • Significance and Conservation of Thin-Shell Concrete Structures of the 20th Century
  • Structural assessment and advanced modal updating of a retrofitted adobe historic structure. The church of Kuno Tambo, in Peru
  • Non-linear numerical evaluation of baroque epoch foundation structures on the example of the Broumov Group of Churches footings

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