@inproceedings{BachmannKrauscheLaunertetal., author = {Bachmann, Volkmar and Krausche, Thomas and Launert, Benjamin and Klassen, Jakob}, title = {Schweißen dicker Bleche unter Baustellenbedingungen}, series = {18. DASt-Kolloquium, Aachen, 2012}, booktitle = {18. DASt-Kolloquium, Aachen, 2012}, publisher = {Frehner Consulting}, address = {F{\"u}ssen}, isbn = {978-3-929371-26-0}, pages = {113 -- 118}, language = {de} } @misc{WangEulerPasternaketal., author = {Wang, Jian and Euler, Mathias and Pasternak, Hartmut and Li, Zheng and Krausche, Thomas and Launert, Benjamin}, title = {Bending capacity of single and double-sided welded I-section girders: Part 1: Experimental investigations}, series = {Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems : Proceedings of The Eighth International Conference on Structural Engineering, Mechanics and Computation, 5-7 September 2022, Cape Town, South Africa}, journal = {Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems : Proceedings of The Eighth International Conference on Structural Engineering, Mechanics and Computation, 5-7 September 2022, Cape Town, South Africa}, publisher = {CRC Press}, address = {Boca Raton}, isbn = {978-1-00-334845-0}, doi = {10.1201/9781003348443-159}, pages = {975 -- 980}, abstract = {The lateral-torsional buckling resistance of welded steel girders is affected by their residual stresses and geo-metric imperfections. Generally, both influences are mainly controlled by the manufacturing process, in partic-ular the welding of the girder. This paper presents experimental investigations on four laterally unbraced welded steel girders with thin-walled I-sections, whose flange-to-web junctions are welded from one or two sides to evaluate the fabrication influence. The investigations include lateral-torsional buckling tests under combined bending and torsion loading caused by three-point bending due to an eccentric vertical single force. The geometric imperfections of the welded test girders are determined by 3D laser scanning. The test results show that the influence of the geometric imperfections and the residual stresses on the lateral-torsional buck-ling resistance is limited for the tested girders.}, language = {en} } @misc{PasternakKrausche, author = {Pasternak, Hartmut and Krausche, Thomas}, title = {Design, Construction and Assembly of two Membrane-Cladded Double-Curved Net Roofs}, 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}, language = {en} } @misc{PasternakKrausche, author = {Pasternak, Hartmut and Krausche, Thomas}, title = {Details and assembly of two cladded double curved cable net roofs}, series = {Advances in engineering materials, structures and systems : innovations, mechanics and applications : proceedings of the 7th International Conference on Structural Engineering, Mechanics, and Computation (SEMC 2019), September 2-4, 2019, Cape Town, South Africa}, journal = {Advances in engineering materials, structures and systems : innovations, mechanics and applications : proceedings of the 7th International Conference on Structural Engineering, Mechanics, and Computation (SEMC 2019), September 2-4, 2019, Cape Town, South Africa}, editor = {Zingoni, Alphose}, publisher = {Taylor \& Francis Group}, address = {London}, isbn = {978-1-138-38696-9}, pages = {896 -- 901}, language = {en} }