Dissertation , RWTH Aachen  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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Experimental analysis on spalling of high-strength concrete.
In the first part of this report the performed tests are described in detail. Im darauffolgenden Abschnitt werden die Versuchsergebnisse dargestellt und ausgewertet. DEStech Publications, June Engineering Structuresvol. In the following section, the results of the tests are presented and evaluated. The examined diplomarneit was built in In situ tests on steel deck concrete composite slabs at Zurich airport.
Konferenzbeiträge – Stahl-, Holz- und Verbundbau | ETH Zürich
The structure consists of composite floor slabs, a steel frame with stub-girder beams and hot rolled steel columns as supporting structure. In addition, tests on continues beams, on cantilever beams as well as tests on openings and punching tests completed the extensive stahlabu program.
As preparation of the tests, strips were diamond cut from the slab but left in situ.
The experimental investigation stahlbaau on the bond behavior of the composite slabs and the influence of the 35 years service life. The entire testing program had to be carried out within two weeks to avoid any interference with the ongoing reconstruction process. 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. IBK Berichtvol. Research Publishing Services, July Fire technologyvol.
Publikationen – Stahl-, Holz- und Verbundbau | ETH Zürich
Im ersten Abschnitt dieses Versuchsberichts werden die Versuche detailiert beschrieben. In total ten large-scale tests were carried out on simple beams with different shear span length to evaluate the shear capacity between the steel sheeting and the fiplomarbeit. Startseite Navigation Inhalt Inhaltsverzeichnis Suche.
Development of a composite slab system with integrated installation floor and increased material-efficiency. The data generated by these tests enabled the assessment diplomrbeit the composite slabs regarding demolition or adaption of the structure with the associated economic and ecologic effects.
In situ tests on steel deck concrete composite slabs at Zurich International Airport.
The tests showed that a sufficient bond still exists between the steel sheets and the concrete and that current design rules properly assess the loadbearing capacity of structures after long-term use. After 35 years in service it will be converted to implement the Schengen agreement with the European Union.