2017 - Pisa University Press
Capitolo
Versione Digitale
Assessment of the seismic safety of post-and-beam timber buildings braced with nailed shear walls: pushover anaysis based on equivalent diagonal springs
P. 9-19
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Informazioni
ISBN: 9788867418541
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Nello stesso volume
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- Seismic risk of the non-structural architectural elements of a new hospital : application of a seismic performance analysis and verification methodology
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- Influence of the modelling approach in the dynamic analysis of masonry towers
- Effects of damage on the dynamic modal properties of masonry towers
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- Simulation of concrete crack development in seismic assessment of existing gravity dams
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- Dual-phase steel reinforcing bars for RC buildings in seismic prone areas : selection and production
- Reinforced Concrete structures with Dual-Phase steel reinforcing bars
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- 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
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- 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
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- Nonlinear dynamic analysis of Italian code-conforming one-storey steel buildings for seismic risk assessment
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- On seismic design of structures with CLT walls
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- 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
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- 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
