Campi Alto di Norcia and its churches : first draft of the damages observation due to the earthquake of 2016

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• Artikel aus derselben Ausgabe (einzeln erhältlich)

  • Capacity design in geotechnical engineering
  • Performance-Based Seismic Design In Real Life : The Good, The Bad And The Ugly
  • Seismic Performance of Structural Members Incorporating Recycled Rubber Materials
  • Effects of site-induced non-synchronism and soil non linearity in the seismic response of bridges founded on piles
  • The role of seismic input properties on the performance of bridge piers on cylindrical caisson foundations
  • Geotechnical design of retaining micropile walls for an underground parking on a sloping area
  • On the influence of pile discretization in single pile kinematic analysis using a boundary element method (BEM) based approach
  • Analysis of r.c. single pile lateral response considering the influence of tension stiffening
  • Local Seismic Response of Castelnuovo hill (AQ-Italy) with 2D models
  • Validation of a 3D model for dynamic soil-structure-interaction of pile foundations by means of in situ tests
  • An Analytical Formulation for the Kinematic Interaction Analysis of Inclined Single Piles
  • An experimental and numerical model for wave propagation studies in sandy soil
  • 3 level seismic microzoning studies to urban planning and construction design
  • Soil Damping Ratio Estimation by Logarithmic Decrement Method in Resonant Column Tests
  • Soil-Structure Interaction Effects on the Seismic Behavior of Reinforced Concrete Moment Resisting Frames
  • Urban-scale soil-structure interaction effects for risk assessment : the case of Thessaloniki city, Greece
  • The method I.OPà.CLE for the formulation and calculation of structural operational efficiency indices for the assessment of emergency limit conditions
  • Structural operational efficiency indices for the assessment of Emergency Limit Condition (I.OPà.CLE) : experimental results
  • Expeditious assessment of seismic vulnerability of existing buildings from a statistic sample of school buildings, property of the Comune di Firenze
  • Evaluation of the seismic hazard of common typologies of buildings in the municipality of Patti (Messina)
  • Building Features of Accumoli and Amatrice in a Pre-Earthquake Survey
  • Seismic vulnerability assessment of the village of Alzano, in the Salto Valley, as a first and unavoidable step for its revitalization by using local natural resources and advanced technologies
  • On the effects of seismic sequences on masonry structures
  • Analysis of the damage of ordinary buildings in the historic centre of Norcia struck by the 2016 Italian earthquake
  • Historical quakeproof building systems in Italy: constructional skill and normative experimentatio : notes for a critical comparison
  • Performance Decay of Masonry Walls Subjected to In-plane Loads
  • Evaluation of In-Plane Rocking-Sliding Failure Modes of Multi-Storey Masonry Walls for Quick Analysis at Urban Scale
  • Simulating shear-compression mechanical behavior of historical masonry panels: sensitivity of 3D numerical models to input parameters
  • Limit analysis of polygonal-shaped masonry elements: the case study of bay windows in Boston's Back Bay.
  • Seismic vulnerability of unreinforced masonry walls: Linear and nonlinear, static and dynamic procedures compared
  • Unreinforced Masonry Churches in New Zealand : towards an holistic framework for the identification of optimal seismic retrofit intervention
  • Modelling, analysis and safety verifications of existing masonry buildings : seismic assessment and design of strengthening interventions
  • Nonlinear static procedure for the seismic assessment of unreinforced masonry buildings : definition of the limit states criteria
  • Nonlinear static procedure for the seismic assessment of unreinforced masonry buildings : definition of the limit states criteria
  • Interpretative guidance on the design of timber buildings according to the Italian Building Code
  • Simplified Approaches for the Seismic Risk Rating of Reinforced Concrete Buildings and the Selection of Retrofit Strategies
  • Seismic damage assessment of r.c. strategic buildings: a case study
  • Affidabilistic assessment of the seismic vulnerability of an existing RC building
  • The effect of stiffness variation in elevation on maximum IDR for existing RC buildings
  • Seismic vulnerability analysis for reinforced concrete structures through simplified and detailed approaches
  • Seismic performance of masonry infilled RC frames designed for gravity loads
  • Rigid floor assumption in nonlinear static analysis of reinforced concrete existing buildings
  • Mechanical characterization of a polyurethane-cement hybrid foam to be used for seismic protection of nonstructural components
  • Seismic Vulnerability Assessment of Three Nave Churches in Alife-Caiazzo Diocese
  • Assessment of Seismic Vulnerability at Territorial Scale: The Case Study of Caltabellotta (AG)
  • Advancements in Seismic Vulnerability Assessment Methodologies for RC Buildings at Territorial Scale
  • Correlation between ground motion parameters and structural response of code conforming and existing RC buildings
  • Emilian fortified buildings : the relationships between the morphological and structural characteristics and the mechanisms of damage
  • Estimation of the seismic structural capacity of masonry buildings through simplified procedures
  • Da.D.O – A web-based tool for analyzing and comparing post-earthquake damage databaserelevant to national seismic events since 1976
  • Implications of Different Damage Definitions on the Empirical Seismic Vulnerability of Masonry Buildings
  • Seismic Vulnerability Assessment of complex buildings/aggregated buildings in historical centers : first level methods
  • A class-oriented large scale comparison with postearthquake damage for Abruzzi region
  • Fast procedure for seismic risk assessment of r.c. buildings
  • Sensitivity analysis of seismic behaviour of masonry aggregates
  • Seismic vulnerability of RC frame building classes: sensitivity of the probability of exceeding the Life Safety limit state to structural detailing and mechanical properties of the materials
  • Seismic risk of the non-structural architectural elements of a new hospital : application of a seismic performance analysis and verification methodology
  • Influence of stiffness loss of masonry infilled r.c. frames in the calculation of the structural operational index (IOPS)
  • Fragility assessment of non-structural components undergoing earthquake induced rocking motion
  • Cyclic behaviour evaluation of T-Joints for the seismic assessment of piping systems
  • The museum complex in a high seismic area : structural analysis and vulnerability assessment of artistic assets : the case study of S. Maria delle Monache (Isernia)
  • Seismic demand and capacity assessment of suspended ceiling systems
  • Reliability of the SMAV procedure applied to unreinforced masonry buildings: the case study of Sanremo city hall
  • A numerical study on the seismic behavior of unreinforced masonry buildings with flexible diaphragms
  • Assessment of the loading capacity of masonry buildings under horizontal loads : the case study of the Mercato delle Vettovaglie in Livorno
  • Influence of the modelling approach in the dynamic analysis of masonry towers
  • Effects of damage on the dynamic modal properties of masonry towers
  • Numerical and experimental analysis of a masonry chimney
  • A critical investigation on typological and structural characteristics of residential buildings in Umbria for their quick seismic risk classification
  • The MaChro Form : a new automatic tool for the survey and seismic vulnerability assessment of churches
  • Rapid Seismic Vulnerability Assessment of Churches of Citeriore Abruzzi by means of MaChro Form
  • Why a probability of exceedance of 10% in 50 years? : a New approach to seismic design
  • Comparative analysis of benchmark case studies for assessing the reliability of software packages targeted to the seismic assessment of URM buildings
  • Comparison between seismic performance of different design philosophies by means of loss assessment analysis
  • Seismic Design of Non-Structural Elements using Building Information Modelling
  • Building Information Modeling as support for seismic design
  • Damping reduction factor in seismic engineering using a stochastic approach
  • An equivalent shear-shear torsional beam model for seismic analysis of multistore tower buildings
  • Strongback system to enhance the building seismic response of framed structures
  • A new discrete macro-node (DMN) for the nonlinear modelling of the reinforced concrete beam/column joints
  • Simulation of concrete crack development in seismic assessment of existing gravity dams
  • Experimental and numerical study of the cyclic behavior of exterior RC beamcolumn joints made with recycled concrete
  • R/C flat slab-column connections under lateral loading
  • The influence of floor joists on the lateral stiffness of R.C. buildings
  • Modelling Uncertainties in NLFEM Simulation of Cyclically Loaded R.C. hear Walls
  • Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings
  • Boundary elements of thin reinforced concrete wall vulnerable to out-of-plane instability: experimental results and numerical modelling
  • Dual-phase steel reinforcing bars for RC buildings in seismic prone areas : selection and production
  • Reinforced Concrete structures with Dual-Phase steel reinforcing bars
  • Buckling implementation in PARC_CL2.1 for the response prediction of steel bars subjected to cyclic loading
  • Analytical and Numerical Methods for the Evaluation of Critical Conditions in Longitudinal Bars of RC Columns
  • Cyclic bar model with bond-slip for non linear analysis of existing RC structure
  • Pitting corrosion effects on the seismic behaviour of existing R.C. buildings
  • Design and realization of a reinforced concrete building at Accra (Ghana), called One Airport Square, with complex geometric façades and spatial truss system, placed on seismic isolator devices
  • Influence of normal stress on the seismic response of masonry structures
  • Fiber-based modeling of masonry cross sections subjected to axial loading and biaxial bending
  • Implementing and Applying a Continuum Bed Joint Shearing Model for Masonry Structures
  • Reliability of Equivalent-Frame Models for Masonry Walls with Irregular Openings
  • The effectiveness of strut model of the spandrel panels in masonry buildings under seismic forces
  • Modelling of masonry walls with geometric irregularities: open problems
  • Model uncertainties in seismic analysis of existing masonry buildings : the Equivalent-Frame Model within the Structural Element Models approach
  • Rocking response of masonry columns : experimental study and numerical simulation
  • Dynamic collapse testing of a full-scale URM cavity-wall structure
  • Shaking table tests of URM walls subjected to two-way bending out-of-plane seismic excitation
  • Material characterization for the shaking-table test of the scaled prototype of a stone masonry building aggregate
  • Shaking-table test of a half-scaled natural stone masonry building aggregate with flexible diaphragms
  • A Cyclic Macroelement for Dynamic Analysis of Unreinforced Masonry Structures
  • Seismic performance of structural systems equipped with buckling-restrained braces
  • Nonlinear dynamic analysis of Italian code-conforming one-storey steel buildings for seismic risk assessment
  • Cyclic inelastic tests on built-up steel columns including base-plate connections
  • Numerical modelling of the monotonic behaviour of hybrid steel-concrete shear walls
  • Precast slab and double-slab R.C. wall in steel structures
  • A semi-analytical model for the cyclic behavior of shear link in eccentrically braced frames structures
  • Effectiveness of the capacity design regulations for eccentrically braced frames structures
  • Seismic Design of Automated Rack Supported Warehouses
  • Down-Aisle Seismic Behavior of Pallet-Rack Systems : Experimental Tests and Numerical Analyses
  • Effects of pinching in the hysteresis loop of rack connections
  • Performance based assessment of an industrial steel structure with scaled and unscaled ground motions
  • The New Guidelines of Italian High Council of Public Works for industrial steel racks in seismic areas : the state of work
  • High bay warehouses in seismic areas : general design problems and applications
  • Mechanical behaviour of inclined screws in timber-concrete composite system
  • Numerical analysis of timber log-haus walls with steel dovetail reinforcements under in-plane seismic loads
  • Assessment of the seismic safety of post-and-beam timber buildings braced with nailed shear walls: pushover anaysis based on equivalent diagonal springs
  • The role of the diaphragm stiffness on the distribution of the seismic action among the shear walls in crosslam massive wooden buildings
  • On seismic design of structures with CLT walls
  • Design of a mass-timber building with different seismic bracing technologies
  • TRE3 project : a hybrid timber-frame wall system for emergency housing facilities
  • Estimation of seismic fragility curves for precast RC industrial buildings from damage observational data from the 2012 Emilia earthquake
  • Design and experimental verification of wet-joints between precast beams and columns for the construction of seismically resistant pipe rack structures
  • Seismic retrofit strategies for friction beam-to-column connections of industrial RC precast structures
  • Analysis of a tile-beam connection for precasted industrial buildings and its influence on the global seismic response of the structure
  • Development of equivalent structural models for the coupled analysis of the dynamic soil-structure interaction
  • Nonlinear Response of Bridge Piers Founded on Inclined Pile Groups
  • Simplified polynomial formulation for the calculation of the Moment-Curvature diagram of RC rectangular sections
  • Effects of spread and local geometrical irregularities on the horizontal carrying capacity of masonry arches
  • Influence of soil thrust on seismic capacity of masonry arch bridges
  • Seismic behaviour of stone arch bridges in Sicily
  • Influence of the arch thickness discontinuities on the seismic capacity of masonry bridges
  • Protection of Critical Infrastructure in the event of Earthquakes : CIPCast-ES
  • Response prediction of multistory RC walls using static and dynamic nonlinear analysis and PARC_CL2.0 crack model
  • PRIAMUS : A new tool for the probabilistic risk assessment with Monte Carlo simulations of Process Plants under Seismic Loading
  • Assessment and retrofitting of a metal silo for granular solids to be installed in seismic zone
  • Static and dynamic studies of a three span arch ancient masonry bridge of railway line Canicattì-Gela-Comiso
  • A Profitability analysis for assessing the optimal seismic retrofit strategy for production processes susceptible to business interruption
  • Model identification of damping in railway beam bridges
  • Ambient vibration testing of an historic masonry structure
  • Equivalent modal parameters in monitored buildings during the recent Italian seismic events
  • Experimental setup for the execution of quasi-static cyclic tests on ceilings
  • Study of the Dynamic Behavior of Isolated Seismic Mass for the Creation of a 6 Degree of Freestanding Table
  • Identification of Infill Panels' stiffness in Frame Structures through Inverse Analysis
  • Experimental comparison of in-plane mechanical response of glazed curtain walls
  • Assessment of concrete strength in existing structures according to the EC8-3 procedure
  • Abacus of the masonry types of the Toscana Region
  • Critical Analysis About National And International Experimental Campaigns On Spandrels Executed During Last Years
  • Laboratory Calibration and In Situ Application of Test Methods to Assess Masonry Shear Characteristics thought Flat Jack (FJ-SCT Method)
  • Experimental assessment of the seismic performance of full-scale curtain wall systems
  • Numerical Interpretation of Experimental Tests on Masonry Spandrels
  • Smart technologies for integrated seismic risk management in industrial plants
  • The role of dynamic monitoring for seismic assessment of monumental heritage buildings : an application to Palazzo dei Consoli in Gubbio
  • The role of environmental effects in the structural health monitoring : the case study of the Ficarolo Tower in Rovigo, Italy
  • Traffic effects on historical artefacts
  • Far-field earthquake-induced damage detection in a monumental bell-tower after Central Italy seismic sequence (2016) through vibration-based SHM.
  • Numerical and experimental analyses to evaluate the effect of soil and nonstructural elements on the modal parameters of reinforced concrete structures
  • Seismic Improvement Of Monumental Historic Buildings Using Horizontal Steel Bracing Systems : Case Studies, Comparative Evaluations With Alternative Systems
  • Forming New Steel-Framed Openings in Load-Bearing Masonry Walls : Design Methods and Nonlinear Finite Element Simulations
  • Cyclic response in shear and design criterion of brick-cement mortar masonry shear-walls retrofitted with steel grids
  • Working on existing buildings : seismic retrofit with application of CAM® System
  • Influence of beam-column joints behaviour on seismic response of R.C. existing buildings
  • Experimental behavior of damaged RC beam-column joints retrofitted with FRP composites
  • Cyclic Response of R/C Beam-Column Joints Strengthened with Steel FRP/FRCM Composite Materials
  • Axial compressive behavior of FRP/Steel-confined concrete with preload
  • Evaluation of the mechanical properties of the concrete columns confined with FRP and FRCM systems in compression
  • Shear strength model with variable inclination of concrete stress field for r.c. beams strengthened by composite textile
  • Bond behaviour of steel FRP/FRCM systems on concrete substrates : an experimental investigation
  • Experimental Characterization of FRCM Systems for Conservative and Strengthening Intervention on Monumental Real Estate Heritage
  • Experimental and numerical study on the behaviour of masonry vaults subjected to horizontal loads : evaluation of the effectiveness of fiber reinforced mortar
  • Full Scale Tests on Hollow Brick Masonry Walls Repaired with Steel Fiber Reinforced Mortar Coating
  • Numerical Study of a Full Scale Hollow Brick Masonry Building Strengthened with Steel Fiber Reinforced Mortar Coating
  • Seismic Strengthening with Damping Devices and Performance Evaluation
  • Non-linear time history analyses of unreinforced masonry building with in-plane stiffened timber floors
  • Strategies and modeling methods for the reduction of the seismic vulnerability of historical industrial buildings with wide timber roofs
  • In-plane strengthening of traditional timber floors by means of CLT panels : experimental tests and numerical analysis
  • Seismic protection of existing r.c. buildings with post-tensioned timber walls
  • CLT used as seismic strengthener for existing masonry walls
  • Interventions aimed at reducing the excessive deformability of timber floors : strengthening and stiffening techniques according to the new Italian code (NTC)
  • Restoration and seismic improvement of some construction aggregates in the historic center of L'Aquila
  • Restoration, strengthening and seismic improvement design of the Duomo of Pienza
  • Effectiveness of the techniques used to strengthen the masonry buildings in the historic centre of Norcia (Italy)
  • Status of the ongoing reconstruction process in L'Aquila eight years after the quake : a general overview
  • Historical artistic renovation and seismic improvement : securing and implementation of a new system supporting the pulpit of Donatello's bronze Passion of the Basilica of San Lorenzo in Florence
  • Seismic and vibration protection of the statue Pietà Rondanini by Michelangelo
  • Seismic Performance of Structures Isolated with FPS for Different Soil Conditions considering Intermediate Isolation Degrees
  • Seismic Reliability of Yielding Base-Isolated Structures
  • Assessment of the seismic response of Multi-Stage Concave Surface Slider devices
  • The local ground-motion amplification and the behaviour of the seismic isolated buildings at L'Aquila downtown
  • Improved response-spectrum analysis of base isolated buildings : Elastic versus inelastic response spectra
  • Anti-Seismic Devices : Dynamic Testing Protocols and Testing Facilities Development
  • A simplified method to predict torsional effects on seismic isolated buildings
  • Experimental and Numerical Study of Two-Story Post-Tensioned Seismic Resisting CLT Wall with External Hysteretic Energy Dissipaters
  • Metallic yielding devices for seismic vibration control : the role of the analytical models
  • Passive vibration control systems combining base isolation with tuned inerter damper : optimal design for different soil conditions
  • Design of dissipative connections between roof elements for seismic improvement of precast buildings
  • Optimal design of dissipative braces for seismic retrofitting through a multiperformance procedure
  • On the dynamic response of rolling-ball rubber-layer isolation systems
  • Cost analysis and damage-vulnerability of interventions post earthquake : proposal for a general methodology of intervention following a seismic event
  • Development of a macroseismic model for the seismic risk classification ofexisting buildings
  • Procedure for the evaluation of the expected annual loss of existing unreinforced masonry buildings
  • Seismic risk of masonry buildings : comparison of methods
  • Evaluation of seismic retrofit techniques via a multicriteria approach accounting for Italian tax incentives
  • Guidelines for Seismic Risk Classification of Constructions : procedures and example applications
  • A probabilistic framework for the estimation of direct and business interruption losses for the seismic risk classification of industrial productive processes
  • Schools, public and strategic buildings : from prevention to seismic Improvement
  • Central Italy earthquakes 2016 : reconnaissance of modern clay masonry buildings and considerations about the seismic classification of buildings
  • Seismic risk reduction strategies applied to school buildings : a case study
  • Performance of a school hosted within a historical complex affected by the 2016 seismic sequence
  • Vulnerability and seismic response of school buildings : lessons from the 2016 Central Italy event
  • The contribution of ReLUIS to the activities supporting the 2016 central Italy seismic emergency
  • Post-earthquake survey, analysis and retrofitting scenario of school buildings
  • School buildings damaged by the 2016 Central Italy Earthquake : Institutes Manzoni-Colbuccaro in Corridonia (MC) and Sacro Cuore in Montelupone (MC)
  • School buildings damaged by the 2016 Central Italy Earthquake : Institutes Oblate Sacra Famiglia in Cerreto di Spoleto (PG) and Tucci in Acquasanta Terme (AP)
  • Campi Alto di Norcia and its churches : first draft of the damages observation due to the earthquake of 2016
  • First Analyses and Observations on the Assessed Damage to the Cultural Heritage of the Marche Region after the Central Italy Earthquake
  • The absence of emergency intervention : evolution of damage in churches after Center Italy earthquakes
  • Statistical Analysis of the Structural Damage to Churches affected by the 2016-17 Central Italy Earthquake Sequence
  • Macroscale damage assessment of URM churches after the 2016 earthquake sequence in Centre of Italy
  • Preliminary analysis of the effects of Centro-Italia earthquake on one nave Churches
  • Application of an Innovative Global Damage Index to Unreinforced Masonry Churches Damaged by the 2016-2017 Central Italy Seismic Sequence
  • Considerations on procedures implemented after the 1997 earthquake in the Marche Region : new contributions to the masonry consolidation
  • Analysis of the Collapse mechanisms of three churches in Valnerina struck by the 2016 Italian Earthquake
  • Integrated Digital Survey for the Knowledge of the Seismic Damage and to Secure a Building : the Church of Santa Maria in Via in Camerino (MC)
  • Post-earthquake dynamic monitoring of Basilica of St. Nicholas of Tolentino
  • Temporary interventions for the safety of cultural heritage buildings after the October 30th 2016 seismic event : the Norcia case
  • Seismic Behavior of an Industrial Steel Structure Retrofitted with Steel Self-Centering Devices (SSCD)
  • Seismic retrofit of industrial structures with inverted V bracings : influence of the seismic vertical component
  • Innovative Dissipative Connection For Steel Braced Frames : U-Connection
  • Numerical parametric investigation of replaceable shear links
  • Design and response of free from damage MRFs
  • Behaviour factor estimation procedure for Steel MRF Systems
  • Seismic Design with FUSEIS Beam Links
  • Numerical analysis of the medieval Civic Tower of L'Aquila to prevent seismic pounding effects
  • Robust seismic fragility curves for masonry towers and their Bayesian updating using experimental data
  • An approach to discriminate between local and global modes in the framework of seismic risk assessment of historical structures
  • Dynamic behavior assessment of ancient columns through experimental Analyses
  • Controversies in Seismic Assessment of Global Performance of Historical Buildings
  • Diagnostic analysis and assessment of the structural deficiencies of monumental buildings subject to seismic actions
  • Simplified Seismic Vulnerability of Several Basilica-Type Churches
  • The Vasari's Cupola of the Basilica dell'Umiltà in Pistoia : studies, surveys, and one year structural monitoring results
  • Seismic vulnerability of historic masonry buildings : the case of Villa La Magia in Quarrata (PT)
  • Seismic safety evaluation of museum : ARCUS project : the St. James Charterhouse in Capri
  • Seismic evaluation of pombalino buildings
  • Methods for a preliminary seismic design of a visco-elastic connection between two simple oscillators
  • Dynamic Behaviour in Compression and Shear of Low Shape Factor Rubber Blocks
  • Analysis of the Experimental Behaviour of Low Shape Factor Isolation Rubber Bearings by Shaking Table Investigation
  • Deformation-induced anisotropy due to the Mullins effect in the biaxial response of HDNR bearings
  • Response of Curved Surface Sliders under bidirectional displacement orbits
  • Total displacement of Curved Surface Sliders during an earthquake : effect of coexisting non-seismic actions
  • Reliability of Base-Isolation Systems for In-Plan Irregular R.C. Framed Structures Subjected to Pulse-Type and Non-Pulse-Type Near-Fault Earthquakes
  • Seismic reliability assessment of equivalent perfectly elastoplastic baseisolated structures
  • Standard requirements for the recentring capability of curved surface sliders
  • Seismic Retrofit of Elevated Water Tanks : Comparative Analysis of Different Strategies
  • Seismic Performance Evaluation and Improvement of a R/C Industrial Building
  • Seismic Vulnerability Analysis and Energy Dissipation-Based Retrofit Interventions on a School Building
  • Exploiting Rocking of Columns to Enhance Seismic Dissipation of RC Industrial Structures
  • Applicative solutions for the seismic improvement of a hospital building with the use of viscous dampers
  • Effects of Beam-Column Joint Shear Modelling on the Nonlinear Static Analysis of R.C. Framed Structures Retrofitted with Damped Braces
  • Reliability of systems equipped with viscous dampers accounting for the damper property variability
  • A Direct Procedure for The Seismic Design of Frame Structures with Added Viscous Dampers
  • Experimental testing on U-shaped steel devices for the application of dissipative bracing systems for post-tensioned timber framed buildings
  • Setup of a Time-Convolution Control Algorithm Designed for Reducing Magnification Effects in Structures Under Earthquakes
  • Influence of Irregular Masonry Infills on the Nonlinear Dynamic Response of Base-Isolated R.C. Framed Structures Subjected to Near-Fault Earthquakes
  • Seismic and thermal rehabilitation of existing RC buildings through an integrated approach : an application case study
  • Development and characterization of a system for the seismic and energy retrofit of existing buildings
  • Seismic retrofit of existing masonry building combined with energy saving Interventions
  • Sustainability of seismic-resisting structures made with UHP-FRCC
  • Life Cycle Thinking applied to the repair actions of a school damaged in the 2016 Central Italy earthquake
  • Life Cycle Thinking and Performance Based Design for the renovation of the existing building stock
  • Probabilistic approach to Life Cycle Analysis of structures including earthquake effects : first discussion on a case study
  • Design of a reversible steel joint for resilient and sustainable structures
  • An integrated approach to assess the influence of seismic risk into energy retrofit optimization procedures
  • A semi-empirical stress-strain model for equivalent strut fiber-section modeling of infilled frames
  • Simplified numerical modelling for hollow clay-masonry infills in RC frames under in-plane seismic loads
  • Evaluation of the Seismic Vulnerability of Infill Frame Structures
  • Evaluation of seismic response of R.C. building and considerations on in plan and out of plan capacity of infill in brick
  • Combined In-Plane and Out-Of-Plane seismic effects on masonry infills in RC Frames
  • Out-of-plane seismic assessment of URM infills accounting for in-plane/out of-plane interaction in a non-linear static framework
  • Experimental assessment of the out-of-plane seismic response of URM infill Walls
  • Out-of-plane seismic behaviour of an innovative infill with sliding joints through dynamic tests on shaking table
  • The seismic performance assessment of internal partitions
  • Comparative Application of Nonlinear Static Analysis Methods for Seismic Assessment of Masonry Infilled RC Frames
  • Irregular Opening Layouts in Unreinforced Masonry Walls : Equivalent Frame and Finite Element Simulations
  • A IDA based Framework for the Assessment of Seismic Fragility of Infilled Frames with and without prior Seismic Damage
  • Drift-based fragility functions for hollow clay masonry infills in RC buildings under in-plane seismic actions
  • Seismic analysis of a multi-story RC frame with infills partitioned by sliding Joints
  • In-Plane Seismic Performance of RC Structures with Masonry Infills Irregularly Distributed in Elevation
  • Appraisal of the contribution of infill panels in regional vulnerability analyses of existing RC buildings in Puglia
  • In-Plane Seismic Response of Masonry Walls through a Hybrid Continuum-Discrete Multiscale Model
  • Incremental Static and Dynamic Analyses of the Out-of-Plane Response of a Masonry Church damaged by 2016-2017 Central Italy Earthquakes
  • Assessment of seismic capacity of masonry churches according to Code indications : some remarks on a real case
  • Convergences and Divergences between seismic analysis with damage and FEM : the case study of Novi bell tower
  • Seismic capacity of triumphal arches in masonry churches
  • Additional upper storey as a way for retrofit : intermediate seismic isolation for existing masonry buildings
  • Experimental tests of elastomeric isolators : infuence of vertical load V and of secondary shape factor
  • Evolution in Italy in the last decades of the design of buildings with base isolation system
  • The isolation at the top for the seismic upgrading of existing housing : the buildings of Moretti's Olympic Village
  • Seismic assessment of masonry churches in Matera landscape
  • A study of local collapse mechanisms of an ancient church in Matera
  • Seismic vulnerability of old Italian fortifications
  • Considerations on Bridge-pier design : Past versus Future practices
  • Fatigue behavior of ancient masonry arch bridges : residual service life evaluation using stresslife curves method
  • Types of Dwellings and Spatial Distribution of the Indigenous Communities of Wayuu of the Guajira
  • Losses, safety, and functionality of the hospitals in Lima in case of an Earthquake
  • Seismic vulnerability of an existing RC building : comparison between Italian and Mexican design codes
  • Seismic analysis methods of ancient masonry churches in Matera
  • Qualitative structural analysis in the evolution of various conservation interventions of a historical construction
  • A comparative study between the Italian and Mexican Design Code for seismic assessment of old RC buildings
  • Parametric seismic analysis on masonry bell towers
  • Cultural heritage constructions in the Neapolitan area : seismic vulnerability and risk maps of a set of masonry churches
  • Ethics, patrimony and research : questions about European concepts to Brazilian objects
  • Seismic risk of hospital buildings in Italy : remarks on recent activities and risk reduction policies
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