Particular Stability Aspects of Temporary Works Equipment
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Bibliographic Details
| Author(s): |
Robert Hertle
(Prof. Dr.-Ing.; Chartered Review Engineer, HERTLE Ingenieure, Graefelfing/Munich, D; Technical University of Munich (TUM))
Thomas Hertle (M.Sc.(TUM); Research Assistant University of the Federal Armed Forces (UniBw), Munich) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016 | ||||
| Published in: | IABSE Congress Stockholm, 2016 | ||||
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| Page(s): | 2779-2787 | ||||
| Total no. of pages: | 9 | ||||
| Year: | 2016 | ||||
| DOI: | 10.2749/stockholm.2016.2771 | ||||
| Abstract: |
When analysing the stability of temporary works equipment some structural peculiarities like the easy to erect, easy to dismantle character of the structure, the influence of shear stiffness on the deformation behaviour, not negligible eccentricities both concerning the load application and within the structural system, semi-rigid joints, the structure-to-structure interaction or the repeat- ed use with loads often touching or even exceeding the characteristic values have to be consid- ered. This paper exemplifies the structural design´s consequences of these peculiarities. Particular emphasis is laid on the interaction between temporary works equipment´s design and production principles, the on-site boundary conditions, the technical and economical restrains and the there- from resulting consequences for the responsible designer. |
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| Keywords: |
structural stability failure analysis shear stiffness Temporary Structures semi-rigid node points struc- ture-to structure interaction
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