Design and response of free from damage MRFs

P. 38-44

• Artikel aus derselben Ausgabe (einzeln erhältlich)

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  • Advancements in Seismic Vulnerability Assessment Methodologies for RC Buildings at Territorial Scale
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  • Correlation between ground motion parameters and structural response of code conforming and existing RC buildings
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  • Estimation of the seismic structural capacity of masonry buildings through simplified procedures
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  • Da.D.O – A web-based tool for analyzing and comparing post-earthquake damage databaserelevant to national seismic events since 1976
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  • Implications of Different Damage Definitions on the Empirical Seismic Vulnerability of Masonry Buildings
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  • Seismic vulnerability of RC frame building classes: sensitivity of the probability of exceeding the Life Safety limit state to structural detailing and mechanical properties of the materials
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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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  • Influence of stiffness loss of masonry infilled r.c. frames in the calculation of the structural operational index (IOPS)
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  • Fragility assessment of non-structural components undergoing earthquake induced rocking motion
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  • Reliability of the SMAV procedure applied to unreinforced masonry buildings: the case study of Sanremo city hall
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  • A numerical study on the seismic behavior of unreinforced masonry buildings with flexible diaphragms
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  • Assessment of the loading capacity of masonry buildings under horizontal loads : the case study of the Mercato delle Vettovaglie in Livorno
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  • Influence of the modelling approach in the dynamic analysis of masonry towers
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  • Effects of damage on the dynamic modal properties of masonry towers
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  • A critical investigation on typological and structural characteristics of residential buildings in Umbria for their quick seismic risk classification
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  • Comparison between seismic performance of different design philosophies by means of loss assessment analysis
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  • A new discrete macro-node (DMN) for the nonlinear modelling of the reinforced concrete beam/column joints
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  • Experimental and numerical study of the cyclic behavior of exterior RC beamcolumn joints made with recycled concrete
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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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  • Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings
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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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  • 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
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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: http://digital.casalini.it/4215721