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

P. 125-135

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  • An Analytical Formulation for the Kinematic Interaction Analysis of Inclined Single Piles
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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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  • 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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  • Building Features of Accumoli and Amatrice in a Pre-Earthquake Survey
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  • On the effects of seismic sequences on masonry structures
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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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  • 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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  • Simplified Approaches for the Seismic Risk Rating of Reinforced Concrete Buildings and the Selection of Retrofit Strategies
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  • Affidabilistic assessment of the seismic vulnerability of an existing RC building
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  • The effect of stiffness variation in elevation on maximum IDR for existing RC buildings
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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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  • Seismic Vulnerability Assessment of Three Nave Churches in Alife-Caiazzo Diocese
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  • A class-oriented large scale comparison with postearthquake damage for Abruzzi region
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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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  • A numerical study on the seismic behavior of unreinforced masonry buildings with flexible diaphragms
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  • Seismic Design of Non-Structural Elements using Building Information Modelling
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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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  • 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
    Ottieni capitolo
  • Pitting corrosion effects on the seismic behaviour of existing R.C. buildings
    Ottieni capitolo
  • 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
    Ottieni capitolo
  • 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
    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

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