@inproceedings{KesslerBalcGebhardtetal.2017,
  author    = {Kessler, Julia and Balc, Nicolae and Gebhardt, Andreas and Abbas, Karim},
  title     = {Basic research on lattice structures focused on the reliance of the cross sectional area and additional coatings},
  series = {The 4th International Conference on Computing and Solutions in Manufacturing Engineering 2016 - CoSME'16},
  booktitle = {The 4th International Conference on Computing and Solutions in Manufacturing Engineering 2016 - CoSME'16},
  edition   = {Vol. 94},
  doi       = {10.1051/matecconf/20179403008},
  pages     = {7 S.},
  year      = {2017},
  language  = {en}
}
@inproceedings{SchleupenEngemannBagherietal.2017,
  author    = {Schleupen, Josef and Engemann, Heiko and Bagheri, Mohsen and Kallweit, Stephan and Dahmann, Peter},
  title     = {Developing a climbing maintenance robot for tower and rotor blade service of wind turbines},
  series = {Advances in Robot Design and Intelligent Control : Proceedings of the 25th Conference on Robotics in Alpe-Adria-Danube Region (RAAD16)},
  booktitle = {Advances in Robot Design and Intelligent Control : Proceedings of the 25th Conference on Robotics in Alpe-Adria-Danube Region (RAAD16)},
  publisher = {Springer},
  address   = {Cham},
  isbn      = {978-3-319-49058-8},
  doi       = {10.1007/978-3-319-49058-8_34},
  pages     = {310 -- 319},
  year      = {2017},
  language  = {en}
}
@article{KilicRaatschenKoerfgenetal.2017,
  author    = {Kilic, S. A. and Raatschen, Hans-J{\"u}rgen and K{\"o}rfgen, B. and Apaydin, N. M. and Astaneh-Asl, A.},
  title     = {FE Model of the Fatih Sultan Mehmet Suspension Bridge Using Thin Shell Finite Elements},
  series = {Arabian Journal for Science and Engineering},
  volume    = {42},
  journal   = {Arabian Journal for Science and Engineering},
  number    = {3},
  publisher = {Springer Nature},
  issn      = {2191-4281},
  doi       = {10.1007/s13369-016-2316-y},
  pages     = {1103 -- 1116},
  year      = {2017},
  abstract  = {This paper presents the results of an eigenvalue analysis of the Fatih Sultan Mehmet Bridge. A high-resolution finite element model was created directly from the available design documents. All physical properties of the structural components were included in detail, so no calibration to the measured data was necessary. The deck and towers were modeled with shell elements. A nonlinear static analysis was performed before the eigenvalue calculation. The calculated natural frequencies and corresponding mode shapes showed good agreement with the available measured ambient vibration data. The calculation of the effective modal mass showed that nine modes had single contributions higher than 5 \% of the total mass. They were in a frequency range up to 1.2 Hz. The comparison of the results for the torsional modes especially demonstrated the advantage of using thin shell finite elements over the beam modeling approach.},
  language  = {en}
}