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@INPROCEEDINGS{Kilic:281149,
      author       = {Kilic, Sami And and Raatschen, Hans-Jürgen and Körfgen,
                      Bernd and Astaneh-Asl, Abolhassan and Apaydin, Nurdan
                      Memisoglu},
      title        = {{F}inite element modeling of the {F}atih {S}ultan {M}ehmet
                      {S}uspension {B}ridge},
      address      = {Hoboken},
      publisher    = {CRC Press/Balkema},
      reportid     = {FZJ-2016-00854},
      isbn         = {978-113-802-757-2},
      pages        = {1169-1173},
      year         = {2015},
      comment      = {Proceedings of the International Conference on Multi-Span
                      Large Bridges},
      booktitle     = {Proceedings of the International
                       Conference on Multi-Span Large Bridges},
      abstract     = {This study presents the 3D finite element model of the
                      Fatih Sultan Mehmet Suspension Bridge located In Istanbul,
                      Turkey. All the towers and the deck are modeled with four
                      node thin shell finite elements with the inclusion of
                      internal diaphragms. The main suspension cable, the
                      back-stay cable, and the hanger cables are modeled with two
                      node beam finite elements. An initial nonlinear static
                      analysis utilizing the geometric stiffness is performed in
                      order to obtain the correct pre-stressing forces in the
                      cables. An eigenvalue analysis of the bridge is performed
                      once a converged solution is obtained by the non-linear
                      static analysis. The results of the eigenvalue analysis are
                      compared with the available ambient vibration test
                      measurements and the results of the finite element model of
                      the bridge with only beam elements. The results show that
                      the 3D numerical model utilizing thin shell finite elements
                      can accurately represent the modal periods of the suspension
                      bridge.},
      month         = {Jul},
      date          = {2015-07-01},
      organization  = {Multi-Span Large Bridges 2015, Porto
                       (Portugal), 1 Jul 2015 - 3 Jul 2015},
      cin          = {JSC},
      ddc          = {624.171},
      cid          = {I:(DE-Juel1)JSC-20090406},
      pnm          = {511 - Computational Science and Mathematical Methods
                      (POF3-511)},
      pid          = {G:(DE-HGF)POF3-511},
      typ          = {PUB:(DE-HGF)8},
      url          = {https://juser.fz-juelich.de/record/281149},
}