@inproceedings{CiupackPasternakYilmazetal., author = {Ciupack, Yvonne and Pasternak, Hartmut and Yilmaz, Emre Mehmet and Sternsdorff, Florian and Vayas, Ioannis}, title = {Hybrid Reinforcement Measures and Innovative Measurement Methods in Steel Construction}, series = {Proceedings of the METNET Seminar 2017 in Cottbus}, booktitle = {Proceedings of the METNET Seminar 2017 in Cottbus}, editor = {Virdi, Kuldeep and Tenhunen, Lauri}, publisher = {H{\"a}me University of Applied Sciences (HAMK)}, address = {H{\"a}meenlinna}, isbn = {978-951-784-794-0}, pages = {43 -- 55}, language = {en} } @misc{SternsdorffCiupackYilmazetal., author = {Sternsdorff, Florian and Ciupack, Yvonne and Yilmaz, Emre Mehmet and Pasternak, Hartmut and Vayas, Ioannis}, title = {Investigations on beam-to-column connections reinforced with adhesively bonded CFRP lamellas}, series = {7th International Conference Civil Engineering - Science and Practice (GNP), Kolašin, 10.-14. March 2020, Book of abstracts}, journal = {7th International Conference Civil Engineering - Science and Practice (GNP), Kolašin, 10.-14. March 2020, Book of abstracts}, pages = {8}, abstract = {Against the background of the earthquake-proof design of steel structures, it makes sense to use structures with sufficient ductility and energy dissipation capacity. The joints are often a weak point in such systems. Methods for reinforcing beam-to-column connections with the aid of adhesively bonded CFRP products are the subject of the work. Advantages of such reinforcement methods are the avoidance of residual stresses (compared to welded steel lamellas), avoidance of cross-sectional weakening (in comparison to bolted solutions) and, above all, the possibility of retrofitting existing steel structures.}, language = {en} }