Numerical and experimental analyses to evaluate the effect of soil and nonstructural elements on the modal parameters of reinforced concrete structures

P. 185-194

• Artikel aus derselben Ausgabe (einzeln erhältlich)

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  • An experimental and numerical model for wave propagation studies in sandy soil
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  • 3 level seismic microzoning studies to urban planning and construction design
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  • Soil Damping Ratio Estimation by Logarithmic Decrement Method in Resonant Column Tests
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  • Urban-scale soil-structure interaction effects for risk assessment : the case of Thessaloniki city, Greece
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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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  • 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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  • Performance Decay of Masonry Walls Subjected to In-plane Loads
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  • Interpretative guidance on the design of timber buildings according to the Italian Building Code
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  • Seismic Vulnerability Assessment of Three Nave Churches in Alife-Caiazzo Diocese
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  • Correlation between ground motion parameters and structural response of code conforming and existing RC buildings
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  • Estimation of the seismic structural capacity of masonry buildings through simplified procedures
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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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  • A class-oriented large scale comparison with postearthquake damage for Abruzzi region
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  • Fragility assessment of non-structural components undergoing earthquake induced rocking motion
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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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  • Modelling Uncertainties in NLFEM Simulation of Cyclically Loaded R.C. hear Walls
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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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  • 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
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  • 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
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  • 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
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• Informationen

  ISBN: 9788867418541

  Permalink: http://digital.casalini.it/4214841