A semi-empirical stress-strain model for equivalent strut fiber-section modeling of infilled frames

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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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  • 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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  • 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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  • 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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  • Rigid floor assumption in nonlinear static analysis of reinforced concrete existing buildings
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  • Advancements in Seismic Vulnerability Assessment Methodologies for RC Buildings at Territorial Scale
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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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  • Fragility assessment of non-structural components undergoing earthquake induced rocking motion
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  • A numerical study on the seismic behavior of unreinforced masonry buildings with flexible diaphragms
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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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  • 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
    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/4215995