Simplified polynomial formulation for the calculation of the Moment-Curvature diagram of RC rectangular sections

P. 19-26

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  • Local Seismic Response of Castelnuovo hill (AQ-Italy) with 2D models
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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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  • 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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  • 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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  • 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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  • The influence of floor joists on the lateral stiffness of R.C. buildings
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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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  • 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
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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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  ISBN: 9788867418541

  Permalink: https://digital.casalini.it/4216191

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