Comparative Application of Nonlinear Static Analysis Methods for Seismic Assessment of Masonry Infilled RC Frames

P. 94-104

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  • The role of seismic input properties on the performance of bridge piers on cylindrical caisson foundations
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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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  • 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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  • A class-oriented large scale comparison with postearthquake damage for Abruzzi region
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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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  • 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
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  • Dual-phase steel reinforcing bars for RC buildings in seismic prone areas : selection and production
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  • Reinforced Concrete structures with Dual-Phase steel reinforcing bars
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  • 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
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  • 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
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  • 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
    Ottieni capitolo
  • Modelling of masonry walls with geometric irregularities: open problems
    Ottieni capitolo

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  ISBN: 9788867418541

  Permalink: https://digital.casalini.it/4216022