Dissertation , RWTH Aachen [18] Laufs, W.; Mohren, R., Neuartige Stahl- Glas e in Bemessungskonzept, Diplomarbeit Lehrstuhl fiir Stahlbau RWTH. 6th International Conference on Structures in Fire (SiF 10), East Lansing, MI, pp. , Lancaster, PA: DEStech Publications, Incorporated, June , Proceedings of the fifth International Conference Structures in Fire: SiF , Nanyang Technological University, Singapore, May, ,
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After 35 years in service it will be converted to implement the Schengen diplomarbeitt with the European Union. Development of a composite slab system with integrated installation floor and increased material-efficiency.
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Im ersten Abschnitt dieses Versuchsberichts werden die Versuche detailiert beschrieben. Experimental analysis on spalling of high-strength concrete.
DEStech Publications, June As preparation of the tests, strips were diamond cut from the slab but left in situ. The entire testing program had to be carried out within two weeks to avoid any interference with the ongoing reconstruction process.
Konferenzbeiträge – Stahl-, Holz- und Verbundbau | ETH Zürich
Research Publishing Services, July The tests showed that a sufficient bond still exists between the steel sheets and the concrete and diplomabreit current design rules properly assess the loadbearing capacity of structures after long-term use.
In the first part of this report the performed tests are described in detail. Fire technologyvol. The structure consists of composite floor slabs, a steel frame with stub-girder beams and hot rolled steel columns as supporting structure.
In total ten large-scale tests were carried out on simple beams with different shear span length to evaluate the shear doplomarbeit between the steel sheeting and the concrete. In the following section, the results of the tests are presented and evaluated. Im darauffolgenden Abschnitt werden die Versuchsergebnisse dargestellt und ausgewertet.
The experimental investigation focused on the bond behavior of the composite slabs and the influence of the 35 years service life. The data generated by these tests enabled the assessment of the composite slabs regarding demolition or adaption of the structure with the associated economic and ecologic effects.
Publikationen – Stahl-, Holz- und Verbundbau | ETH Zürich
In situ tests on steel deck concrete composite slabs at Zurich airport. Engineering Structuresvol. IBK Berichtvol. Startseite Navigation Inhalt Inhaltsverzeichnis Suche. The evaluation of the results was done with common design methods, such as the m-k-method and the partial shear connection theory.
Design model for the verification of the separating function of light timber frame assemblies. In situ tests dlplomarbeit steel deck concrete composite slabs at Zurich International Airport. The examined structure was built in In addition, tests on continues beams, on cantilever beams as well as tests on openings and punching tests completed the extensive test program.
