Titlebook: Seismic Assessment, Behavior and Retrofit of Heritage Buildings and Monuments; Ioannis N. Psycharis,Stavroula J. Pantazopoulou,Ma Book 201

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,Study of Seismic Response of Traditional URM Houses Through Analytical Simulation—The Historical Coarticular emphasis to its resilience under seismic effects. A paradigm of this model of construction which abounds in the Balkan Peninsula is the old-city of Xanthi, which is recognized as a preservation site for its important historical traditional building fabric. The function of the existing stru

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Protection of Historical Buildings According to Prohitech,the combined use of different materials and techniques yields an optimisation of the global behaviour under seismic actions. A challenging activity within the project was devoted to large scale models of monumental buildings, which were tested on shaking table for producing damage and then for evalu

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Osteoarthritis

Towards the Use of Time-History Analysis for the Seismic Assessment of Masonry Structures,rofessional field. Regarding numerical modelling of masonry buildings, an analysis tool capable of reproducing both global seismic response and local mechanisms would be the preferable option. Existing equivalent frame models including suitable nonlinear macro-elements representative of the behaviou

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Rapid Seismic Assessment Procedure of Masonry Buildings with Historic Value, dynamic analyses, in a much easier and fast way. The accuracy of the introduced methodology is evaluated through comparison of the results calculated from the proposed method with calculated seismic responses obtained from dynamic time-history analysis using as case studies two representative histo

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Seismic Vulnerability of Existing Masonry Buildings: Nonlinear Parametric Analysis,tion of forces proportional to the inertial forces of the structure. The Young’s modulus of the masonry walls, Young’s modulus of the timber floors, the compressive and tensile non-linear properties (strength and fracture energy) were the properties considered in both type of analysis. Additionally,

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Towards a Multiscale Scheme for Nonlinear Dynamic Analysis of Masonry Structures with Damage, results in a nonlinear dynamic analysis method where the micro-level state matrices need only be evaluated once at the beginning of the analysis procedure. The accuracy and computational efficiency of the proposed scheme is verified through an illustrative example.