June 3, 2020 Thesis Open Access

Abrham Tadesse

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{
  "@context": "https://schema.org/", 
  "@id": "https://doi.org/10.20372/nadre/20220", 
  "@type": "ScholarlyArticle", 
  "creator": [
    {
      "@type": "Person", 
      "affiliation": "Addis Ababa Science & Technology University", 
      "name": "Abrham Tadesse"
    }
  ], 
  "datePublished": "2020-06-03", 
  "description": "<p>According to the new Ethiopia construction information and Geological survey, the<br>\nground acceleration of the country is increasing and almost many of the bridge in<br>\nEthiopia designed based on the implementation of the new design code. Analytical<br>\nenquiry was conducted to investigate the effect of Carbon Fiber Reinforced Polymer<br>\n(CFRP) for retrofitting the bridge column in plastic hinge region for non-seismically<br>\ndetailed circular column. Finite Element method was used to investigate the selected<br>\nbridge column performance and also to evaluate the retrofitting capacity carbon Fiber<br>\nreinforced polymer, the results obtained were validated using Farid&rsquo;s and Priestley&rsquo;s<br>\nempirical formulas. The performance of the selected bridge column under the old and the<br>\nnew seismic design code was comparatively investigated. Furthermore, the efficiency of<br>\nCFRP jacketing in plastic hinge region for retrofitting the bridge column for added<br>\nseismic load was evaluated. For the selected bridge column, earthquake load was<br>\nestimated using new design code has 33 % load and40% total deformation increment than<br>\nthe estimated value of load using old design code and the effect of the two loads<br>\nanalyzed. Overall retrofitting the selected bridge column with Carbon Fiber Reinforced<br>\npolymer with increasing thickness from 3mm to 4mm and wrapping the columns from<br>\nlayer one to three reduce the ultimate deformation, the ultimate rotation and Curvature of<br>\nthe bridge column 5% to 21%.</p>", 
  "headline": "Upgrading the Seismic Performance of Concrete bridge column Using Fiber Reinforced Polymer Under earthquake Load", 
  "identifier": "https://doi.org/10.20372/nadre/20220", 
  "image": "https://zenodo.org/static/img/logos/zenodo-gradient-round.svg", 
  "inLanguage": {
    "@type": "Language", 
    "alternateName": "eng", 
    "name": "English"
  }, 
  "keywords": [
    "Carbon Fiber Reinforced Polymer(CFRP), Ansys, plastic hinge region, Finite Element Method."
  ], 
  "license": "http://www.opendefinition.org/licenses/cc-by", 
  "name": "Upgrading the Seismic Performance of Concrete bridge column Using Fiber Reinforced Polymer Under earthquake Load", 
  "url": "https://nadre.ethernet.edu.et/record/20220"
}