Item request has been placed! ×
Item request cannot be made. ×
loading  Processing Request

Studim mbi dëmtueshmërinë e strukturave me skelet prej betoni të armuar

Item request has been placed! ×
Item request cannot be made. ×
loading   Processing Request
  • معلومة اضافية
    • Contributors:
      Feka, Erisa
    • الموضوع:
      2016
    • Collection:
      Universidade de Coimbra: Estudo Geral
    • نبذة مختصرة :
      Documentos apresentados no âmbito do reconhecimento de graus e diplomas estrangeiros ; This thesis describes a procedure and an example in developing the seismic fragility curves for reinforced concrete structures in Tirana. For this purpose, structures built in this city during the third decade of XX century, designed for gravity loads only, are considered. The thesis starts with a brief description of its aims and paper structure. In order to achieve its goal, different data referred to relevant institutions such as Central Technical Paper of Construction Archive; Institute of Geosciences, Energy, Water and Environment (IGEWE), many papers regarding the fragility function in international literature and numerous of studies about the vulnerability of reinforced concrete structures have been used. The thesis continues with a description of the seismic hazard in Albania as well as the entire history of the development of the design code of buildings in our country. Further, a description of the nature of the problem is given: the fragility function (curves) provide the probability of reaching or exciding a prescribed damage level for a wide range of seismic hazard. Also, a brief description of the fragility curves developed by Hazus (FEMA) in the US and those developed by Aristotle University in Thessaloniki is provided. The procedure used in this thesis is an analytical one, based on the analysis of the capacity spectrum, FraCas; which it’s theoretical basis and practical tools, were generously provided by their developers at the University College of London. First a static nonlinear analysis is carried out to obtain the capacity spectrum of the existing representative structure (the facility of Polytechnic University of Tirana). This analysis is conducted for three cases of material properties: poor quality, typical quality and good quality. Then, the damage states are defined. In this case, five damage thresholds for RC frame and dual buildings are used (Sight, Moderate, Substantial to Heavy, Very Heavy and ...
    • Relation:
      https://hdl.handle.net/10316/87261
    • الدخول الالكتروني :
      https://hdl.handle.net/10316/87261
    • Rights:
      info:eu-repo/semantics/openAccess
    • الرقم المعرف:
      edsbas.50A6D563