Unreinforced Masonry Churches in New Zealand : towards an holistic framework for the identification of optimal seismic retrofit intervention

P. 141-151

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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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  • 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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  • 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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  • 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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  • Simulating shear-compression mechanical behavior of historical masonry panels: sensitivity of 3D numerical models to input parameters
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  • Limit analysis of polygonal-shaped masonry elements: the case study of bay windows in Boston's Back Bay.
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  • Seismic vulnerability of unreinforced masonry walls: Linear and nonlinear, static and dynamic procedures compared
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  • Unreinforced Masonry Churches in New Zealand : towards an holistic framework for the identification of optimal seismic retrofit intervention
  • Modelling, analysis and safety verifications of existing masonry buildings : seismic assessment and design of strengthening interventions
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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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  • 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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  • Rigid floor assumption in nonlinear static analysis of reinforced concrete existing buildings
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  • Seismic Vulnerability Assessment of Three Nave Churches in Alife-Caiazzo Diocese
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  • Reinforced Concrete structures with Dual-Phase steel reinforcing bars
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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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• Information

  ISBN: 9788867418541

  Permalink: http://digital.casalini.it/4215336