View Item 
      •   IPB Repository
      • Dissertations and Theses
      • Undergraduate Theses
      • UT - Faculty of Agricultural Technology
      • UT - Civil and Environmental Engineering
      • View Item
      •   IPB Repository
      • Dissertations and Theses
      • Undergraduate Theses
      • UT - Faculty of Agricultural Technology
      • UT - Civil and Environmental Engineering
      • View Item
      JavaScript is disabled for your browser. Some features of this site may not work without it.

      Analisis Perilaku Dinamika Struktur Jembatan Box Girder Menerus dengan Variasi Bentang.

      No Thumbnail [100%x80]
      View/Open
      Full text (14.06Mb)
      Date
      2015
      Author
      Yusuf, Deviana Matudilifa
      Fauzan, Muhammad
      Metadata
      Show full item record
      Abstract
      Box girder bridges are often found on long span bridges. Long span bridge needs to be divided into several groups of span to reduce deflection. Earthquake effect needs to be observed because Indonesia is located in a highly active tectonic zone. The purposes of this study are analyzing period and stiffness value, analyzing length variation effects on structure dynamics, as well as comparing the use effect of response spectrum on the base shear. Preliminary design had done based on AASHTO 2012 and SNI T-12-2004. The used load is dead load. Response spectrum based on earthquake accelerogram created using SeismoMatch v 1.3 program. Analysis of the structure dynamics were calculated with the help of MIDAS Civil program. The 4 span, 5 span, and 6 span bridges have a same natural period. Mass and stiffness of 6 span bridge has the greatest value compared to the others. Mode shapes of 4 span, 5 span, and 6 span bridges are similar. In the x direction, 4 span and 5 span bridges obtaining >90% mass participation in the 6th mode while 6 span bridge on the 7th mode. In the y direction, all bridges obtaining >90% mass participation in the 1st mode. Those bridges can be analyzed using equivalent static method. The use of response spectrum graphs based on earthquake accelerogram is more suitable for base shear calculation compared with response spectrum graphs based on RSNI 2833:2013.
      URI
      http://repository.ipb.ac.id/handle/123456789/78549
      Collections
      • UT - Civil and Environmental Engineering [958]

      Copyright © 2020 Library of IPB University
      All rights reserved
      Contact Us | Send Feedback
      Indonesia DSpace Group 
      IPB University Scientific Repository
      UIN Syarif Hidayatullah Institutional Repository
      Universitas Jember Digital Repository
        

       

      Browse

      All of IPB RepositoryCollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

      My Account

      Login

      Application

      google store

      Copyright © 2020 Library of IPB University
      All rights reserved
      Contact Us | Send Feedback
      Indonesia DSpace Group 
      IPB University Scientific Repository
      UIN Syarif Hidayatullah Institutional Repository
      Universitas Jember Digital Repository
        

       

      NoThumbnail