Andere Kunden interessierten sich auch für
![Long term prediction of contaminant transport in soils]( "Long term prediction of contaminant transport in soils")
Long term prediction of contaminant transport in soils44,99 €![The Railway Track and Its Long Term Behaviour]( "The Railway Track and Its Long Term Behaviour")
The Railway Track and Its Long Term Behaviour125,99 €![The Railway Track and Its Long Term Behaviour]( "The Railway Track and Its Long Term Behaviour")
The Railway Track and Its Long Term Behaviour110,99 €![LONG-TERM PERFORMANCE OF EPOXY FILLED STEEL GRATE DECKING]( "LONG-TERM PERFORMANCE OF EPOXY FILLED STEEL GRATE DECKING")
LONG-TERM PERFORMANCE OF EPOXY FILLED STEEL GRATE DECKING32,99 €![International RILEM Conference on Early-Age and Long-Term Cracking in RC Structures]( "International RILEM Conference on Early-Age and Long-Term Cracking in RC Structures")
International RILEM Conference on Early-Age and Long-Term Cracking in RC Structures147,99 €![Utilization of Sewage Sludge on Land: Rates of Application and Long-Term Effects of Metals]( "Utilization of Sewage Sludge on Land: Rates of Application and Long-Term Effects of Metals")
Utilization of Sewage Sludge on Land: Rates of Application and Long-Term Effects of Metals125,99 €![International RILEM Conference on Early-Age and Long-Term Cracking in RC Structures]( "International RILEM Conference on Early-Age and Long-Term Cracking in RC Structures")
International RILEM Conference on Early-Age and Long-Term Cracking in RC Structures147,99 €
Creep deformation influences the serviceability limit state as well as the ultimate limit state of timber structures. In order to consider this time-dependent behavior, creep coefficients and rheological models have been developed by various researchers. Comparing the rheological models, quite different temporal deformations are evaluated for a duration of load of 50 years. In order to find the model, which is most suitable to the situation in the region of Tübingen, South-West Germany, the existing deformations of several beams in roof structures in opened, protected but not heated buildings are measured. By loading the structure the elastic global stiffness of the particular element is determined. So creep coefficients can be evaluated, which should have been used by the engineer in order to get the existing deflection after 50 years. Within the region of Tübingen, on average a creep coefficient of 2.23 was found based on these measurements. However, the standard deviation of 0.97 is quite large. For the numerical evaluation of the time-dependent behavior Toratti's model is modified, so that it matches the measured deformations.