View Item 
      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
      JavaScript is disabled for your browser. Some features of this site may not work without it.

      ANALISIS DISPLACEMENT GEDUNG BETON BERTULANG TINGKAT TINGGI TERHADAP BEBAN GEMPA SESUAI PETA GEMPA INDONESIA 2017 DENGAN ANALISIS TIME HISTORY

      Thumbnail
      View/Open
      COVER (61.25Kb)
      HALAMAN JUDUL (1.056Mb)
      HALAMAN PENGESAHAN (186.2Kb)
      ABSTRAK (33.69Kb)
      BAB I (73.81Kb)
      BAB II (392.0Kb)
      BAB III (757.2Kb)
      BAB IV (432.9Kb)
      BAB V (12.03Kb)
      DAFTAR PUSTAKA (70.95Kb)
      LAMPIRAN (5.936Mb)
      NASKAH PUBLIKASI (630.5Kb)
      Date
      2019-06-27
      Author
      PERMONO, SETYO ESTO
      Metadata
      Show full item record
      Abstract
      An earthquake is a natural disaster that cannot be avoided. Indonesia is an earthquake prone region because it is in the active Pacific ring area. In Indonesia, high-rise buildings have different levels of security, this can be caused by the type of soil or the frequency of the earthquakes that occur. This study uses the structure of a high-rise building with 8 floors and 1 basement that was tested on 99 selected cities on the Indonesian earthquake map with 3 different types of soil. The earthquake loading method used a time history analysis obtained by adjusting the record of the earthquake history that has been obtained by spectrum response from 99 cities that are sought by the Seismomatch program so that the data is close or appropriate. SC, SD and SE sites have 3 records of earthquake records. The earthquake data will be entered into the building that will be used as a trial. The results of this study indicate that 53 cities passed the permit limit and entered the unsafe category. The smallest percentage approaching the permit deviation limit is in the city of Banda Aceh which is equal to 0,25 %, while the largest unsafe percentage is in Gorontalo city at 183,18 %
      URI
      http://repository.umy.ac.id/handle/123456789/32096
      Collections
      • Department of Civil Engineering

      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Theme by 
      @mire NV
       

       

      Browse

      All of UMY RepositoryCollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

      My Account

      Login

      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Theme by 
      @mire NV