Estimation of the seismic structural capacity of masonry buildings through simplified procedures

P. 335-346

• Capitoli dello stesso volume (disponibili singolarmente)

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  • Validation of a 3D model for dynamic soil-structure-interaction of pile foundations by means of in situ tests
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  • Soil Damping Ratio Estimation by Logarithmic Decrement Method in Resonant Column Tests
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  • Soil-Structure Interaction Effects on the Seismic Behavior of Reinforced Concrete Moment Resisting Frames
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  • Urban-scale soil-structure interaction effects for risk assessment : the case of Thessaloniki city, Greece
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  • The method I.OPà.CLE for the formulation and calculation of structural operational efficiency indices for the assessment of emergency limit conditions
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  • Structural operational efficiency indices for the assessment of Emergency Limit Condition (I.OPà.CLE) : experimental results
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  • Expeditious assessment of seismic vulnerability of existing buildings from a statistic sample of school buildings, property of the Comune di Firenze
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  • Evaluation of the seismic hazard of common typologies of buildings in the municipality of Patti (Messina)
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  • Building Features of Accumoli and Amatrice in a Pre-Earthquake Survey
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  • 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
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  • On the effects of seismic sequences on masonry structures
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  • Analysis of the damage of ordinary buildings in the historic centre of Norcia struck by the 2016 Italian earthquake
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  • Historical quakeproof building systems in Italy: constructional skill and normative experimentatio : notes for a critical comparison
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  • Performance Decay of Masonry Walls Subjected to In-plane Loads
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  • Evaluation of In-Plane Rocking-Sliding Failure Modes of Multi-Storey Masonry Walls for Quick Analysis at Urban Scale
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  • Simulating shear-compression mechanical behavior of historical masonry panels: sensitivity of 3D numerical models to input parameters
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  • Limit analysis of polygonal-shaped masonry elements: the case study of bay windows in Boston's Back Bay.
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  • Seismic vulnerability of unreinforced masonry walls: Linear and nonlinear, static and dynamic procedures compared
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  • Unreinforced Masonry Churches in New Zealand : towards an holistic framework for the identification of optimal seismic retrofit intervention
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  • Modelling, analysis and safety verifications of existing masonry buildings : seismic assessment and design of strengthening interventions
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  • Nonlinear static procedure for the seismic assessment of unreinforced masonry buildings : definition of the limit states criteria
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  • Nonlinear static procedure for the seismic assessment of unreinforced masonry buildings : definition of the limit states criteria
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  • Interpretative guidance on the design of timber buildings according to the Italian Building Code
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  • Seismic vulnerability analysis for reinforced concrete structures through simplified and detailed approaches
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  • Seismic performance of masonry infilled RC frames designed for gravity loads
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  • Rigid floor assumption in nonlinear static analysis of reinforced concrete existing buildings
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  • Mechanical characterization of a polyurethane-cement hybrid foam to be used for seismic protection of nonstructural components
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  • Seismic Vulnerability Assessment of Three Nave Churches in Alife-Caiazzo Diocese
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  • Da.D.O – A web-based tool for analyzing and comparing post-earthquake damage databaserelevant to national seismic events since 1976
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  • Implications of Different Damage Definitions on the Empirical Seismic Vulnerability of Masonry Buildings
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  • Seismic Vulnerability Assessment of complex buildings/aggregated buildings in historical centers : first level methods
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  • A class-oriented large scale comparison with postearthquake damage for Abruzzi region
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  • Sensitivity analysis of seismic behaviour of masonry aggregates
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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 stiffness loss of masonry infilled r.c. frames in the calculation of the structural operational index (IOPS)
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  • Fragility assessment of non-structural components undergoing earthquake induced rocking motion
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  • Cyclic behaviour evaluation of T-Joints for the seismic assessment of piping systems
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  • 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)
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  • Seismic demand and capacity assessment of suspended ceiling systems
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  • Reliability of the SMAV procedure applied to unreinforced masonry buildings: the case study of Sanremo city hall
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  • A numerical study on the seismic behavior of unreinforced masonry buildings with flexible diaphragms
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  • Assessment of the loading capacity of masonry buildings under horizontal loads : the case study of the Mercato delle Vettovaglie in Livorno
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  • Influence of the modelling approach in the dynamic analysis of masonry towers
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  • Effects of damage on the dynamic modal properties of masonry towers
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  • Numerical and experimental analysis of a masonry chimney
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  • A critical investigation on typological and structural characteristics of residential buildings in Umbria for their quick seismic risk classification
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  • Comparative analysis of benchmark case studies for assessing the reliability of software packages targeted to the seismic assessment of URM buildings
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  • Comparison between seismic performance of different design philosophies by means of loss assessment analysis
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  • Seismic Design of Non-Structural Elements using Building Information Modelling
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  • Building Information Modeling as support for seismic design
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  • An equivalent shear-shear torsional beam model for seismic analysis of multistore tower buildings
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  • Simulation of concrete crack development in seismic assessment of existing gravity dams
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  • Experimental and numerical study of the cyclic behavior of exterior RC beamcolumn joints made with recycled concrete
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  • R/C flat slab-column connections under lateral loading
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  • The influence of floor joists on the lateral stiffness of R.C. buildings
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  • Modelling Uncertainties in NLFEM Simulation of Cyclically Loaded R.C. hear Walls
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  • Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings
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  • Boundary elements of thin reinforced concrete wall vulnerable to out-of-plane instability: experimental results and numerical modelling
    Ottieni capitolo
  • Dual-phase steel reinforcing bars for RC buildings in seismic prone areas : selection and production
    Ottieni capitolo
  • Reinforced Concrete structures with Dual-Phase steel reinforcing bars
    Ottieni capitolo
  • Buckling implementation in PARC_CL2.1 for the response prediction of steel bars subjected to cyclic loading
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  • Analytical and Numerical Methods for the Evaluation of Critical Conditions in Longitudinal Bars of RC Columns
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  • Cyclic bar model with bond-slip for non linear analysis of existing RC structure
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  • Pitting corrosion effects on the seismic behaviour of existing R.C. buildings
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  • 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
    Ottieni capitolo
  • Influence of normal stress on the seismic response of masonry structures
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  • Fiber-based modeling of masonry cross sections subjected to axial loading and biaxial bending
    Ottieni capitolo
  • Implementing and Applying a Continuum Bed Joint Shearing Model for Masonry Structures
    Ottieni capitolo
  • Reliability of Equivalent-Frame Models for Masonry Walls with Irregular Openings
    Ottieni capitolo
  • The effectiveness of strut model of the spandrel panels in masonry buildings under seismic forces
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  • Modelling of masonry walls with geometric irregularities: open problems
    Ottieni capitolo
• Informazioni

  ISBN: 9788867418541

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