Connectors for timber-lightweight concrete composite structures

Journal of Structural Engineering

Volumn 129, Issue 11, 2003, Pages 1538-1545

  Steinberg, Eric ^a   Selle, Ricky ^b   Faust, Thorsten ^c  

^a US Institute of Navigation   (United States)

^b UNIVERSITY OF LEIPZIG   (Germany)

^c König und Heunisch Planungsgesellschaft   (Germany)

Author keywords

Composite structures; Concrete; Connections; Connectors, mechanical; Slabs; Wood

Indexed keywords

COMPRESSIVE FORCES; TENSILE FORCES; TIMBER FLOORS; TIMBER-CONCRETE COMPOSITE STRUCTURES (TCCS);

CONNECTORS (STRUCTURAL); FLOORS; LIGHT WEIGHT CONCRETE; REINFORCED CONCRETE; STIFFNESS; STRUCTURAL LOADS; TIMBER;

COMPOSITE STRUCTURES;

COMPOSITES; CONNECTORS; FLOORS; JOINTS; LOADS; LUMBER; REINFORCED CONCRETE; SLABS; STIFFNESS;

EID: 10844293524     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:11(1538)     Document Type: Article

References (7)

1. Fontana, M., and Frangi, A. (1995). Brandverhalten von holz-beton-verbunddecken (Fire performance of timber-concrete composite floors), ETH Zürich, Switzerland.
2. International Organization for Standardization. (ISO) (1983). ''Timber structures - Joints made with mechanical fasteners. General principles for determination of strength and characteristics." ISO6891, Geneva, Switzerland.
3. Kenel, A., and Meierhofer, U. (1998). Holz/Beton-Verbund unter langfris-tiger Beanspruchung (Timber-concrete composite structures under long-term loading), EMPA, Zürich, Switzerland.
4. Kreuzinger, H. (1999). "Holz-beton-verbundbauweise timber-concrete composite structures." Informationsdienst Holz. Fachverlag Holz., Düsseldorf, Germany.
5. Küng, R. (1987). Verbunddecke holz-leichtbeton (Composite floor timber-Lightweight concrete), TU Graz, Austria.
6. Natterer, J. (1997). Stacked plank construction, and timber and concrete composite forms of construction detail, Zeitschrift für Architektur + Baudetail, Switzerland.
7. Natterer, J., Hamm, J., and Favre, P. (1996). "Composite wood-concrete floors for multistory buildings." Proc., Int. Wood Engineering Conf., Omnipress, Madison, Wis., Vol. 3, 3431-3435.