Total displacement of Curved Surface Sliders during an earthquake : effect of coexisting non-seismic actions

P. 52-61

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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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  • Soil-Structure Interaction Effects on the Seismic Behavior of Reinforced Concrete Moment Resisting Frames
    Ottieni capitolo
  • 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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  • Building Features of Accumoli and Amatrice in a Pre-Earthquake Survey
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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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  • 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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    Ottieni capitolo
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  • A numerical study on the seismic behavior of unreinforced masonry buildings with flexible diaphragms
    Ottieni capitolo
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    Ottieni capitolo
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  • Dual-phase steel reinforcing bars for RC buildings in seismic prone areas : selection and production
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  • Cyclic bar model with bond-slip for non linear analysis of existing RC structure
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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
    Ottieni capitolo
  • Modelling of masonry walls with geometric irregularities: open problems
    Ottieni capitolo

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