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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Engineering Structuresvol. The entire testing program had to be carried out within two weeks to avoid any interference with the ongoing reconstruction process.

Research Publishing Services, July 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.


Startseite Navigation Inhalt Inhaltsverzeichnis Suche. IBK Berichtvol.


Design model for the verification of the separating function of light timber frame assemblies. Im ersten Abschnitt dieses Versuchsberichts werden die Versuche detailiert beschrieben.

Konferenzbeiträge – Stahl-, Holz- und Verbundbau | ETH Zürich

As preparation of the tests, strips were diamond cut from the slab but left in situ. In total ten large-scale tests were diplomarveit out on simple beams with different shear span length to evaluate the shear capacity between the steel sheeting and the concrete. Experimental analysis on spalling of high-strength concrete. Development of a composite slab system with integrated installation floor and increased material-efficiency.

In addition, tests on continues beams, on cantilever beams as well as tests on openings and punching tests completed the extensive test program.

The evaluation of the results was done with common design methods, such as the m-k-method and the partial shear connection theory. The structure consists of composite floor slabs, a steel frame with stub-girder beams and hot rolled steel columns as supporting structure.

Im darauffolgenden Abschnitt werden die Versuchsergebnisse dargestellt und ausgewertet. The data generated by these tests enabled the assessment of the composite slabs regarding stahlbaau or adaption of the structure with the associated economic and ecologic effects.


Publikationen – Stahl-, Holz- und Verbundbau | ETH Zürich

In the following section, the results of the tests are presented and evaluated. In the first part of this report the performed tests are described in detail. The examined structure was built in The experimental investigation focused on the bond behavior of stahlbxu composite slabs and the influence of the 35 years service life.

In situ tests on steel deck concrete composite slabs at Zurich airport.

DEStech Publications, June In situ tests on steel deck concrete composite slabs at Zurich International Airport. Fire technologyvol.