TY - GEN A1 - Pasternak, H. A1 - Komann, Steffen A2 - Camotin, D. T1 - A new approach for determining the load-bearing capacity of locally supported shells T2 - Proceedings of SDSS 2006, International Colloquium on Stability and Ductility of Steel Structures N2 - In practice usually thin-walled cylindrical silos are supported locally at the bottom rim of the shell. In this area a stress concentration may occur, which is responisble for buckling of the shell. In the currently applied codes, there is no information, how to analyze the load-bearing capacity of theselocally supported shells. In this paper, a new design formula is given for determining the load-bearing capacity. PB - IST Press CY - Lisabon T2 - International Colloquium on Stability and Ductility of Steel Structures CY - Lisbon, Portugal DA - 2006-09-06 KW - Cylindrical shells KW - Stability KW - Steel KW - Buckling KW - Longiudinal stiffeners PY - 2006 UR - https://opus4.kobv.de/opus4-bam/frontdoor/index/index/docId/19153 AN - OPUS4-19153 SN - 972-846961-6 VL - 2 SP - 595 EP - 602 AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany