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To assess the proposed method, finite element models are developed for a case study structure, including health and damage conditions.
Finite element models are adopted for a case study structure, including different damage severities, in order to validate the proposed control strategy.
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In order to illustrate the method, a case-study structure is considered, composed of pendula equipped with hinge angular springs and connected one to each other by linear springs.
In this work the main assumptions to be made in the seismic assessment of existing RC buildings have been assessed, in order to evaluate how much each of them can affect the obtained evaluation of the building safety, with reference to a case-study structure.
Non-linear time-history analyses of a 9-storey case study structure fitted with linear viscous dampers illustrate that the new procedure may prove to be very useful for design.
The case study structure is a 16-storey steel office building.
The FEMA 356 criteria were used to evaluate the seismic performance of the case study structure.
The results show that the CFST system is more resilient than the RC system for the selected case study structure.
A simple comparative cost optimization analysis of the various upgrading solutions is presented, and conclusions are given for the preferred upgrading concept valid for the case study structure.
The case study structure was modeled in 2D with the corresponding frames in each direction.
Tables 9 and 10 gives the maximum dynamic response for each case study structure for the set of the ground motions and the median response as well.
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CEO of Professional Science Editing for Scientists @ prosciediting.com