Qualitätssicherung in der Physiotherapie: Evaluation von Performance-Tests

Hintergrund und Ziel: Ausgehend von einem Forschungsdefizit im Bereich von Performance-Tests, das von der Arbeitsgruppe um Bührlen et al. (2002) gekennzeichnet wurde, war es das Ziel der Arbeit einen Performance-Tests of lower limb activities (Polla) zu validieren. Methode: In einer Längsschnittstudie wurden die Ergebnisse einer sechswöchigen physiotherapeutischen Behandlung an einem 19-75jährigem orthopädisch-traumatologisch orientierten Patientenkollektiv (n=81) mit dem Polla und dem SF-36 Fragebogen erfasst. Ergebnisse: Die Ergebnisse machen eine gute Absicherung der Teststatistik deutlich. Bei ausgezeichneter Intrarater- (n=29) sowie guter Interrater-Reliabilität (n=32) weist die Konsistenzanalyse eine zufrieden stellende Zuverlässigkeit auf. Die Kriteriumsvalidität macht moderate Zusammenhänge zwischen dem Polla und den Dimensionen Schmerz, Körperliche Rollenfunktion und Körperliche Funktionsfähigkeit des SF-36 deutlich. Über die Standardized Response Mean zeigen die Instrumente eine große Änderungssensitivität, die nur für den Polla auch zum Follow-up (n=26) gilt. Schlussfolgerung: Der Polla ist ein kostenloses Testverfahren mit hoher praktischer Relevanz, wobei aus zeitökonomischen Gründen eine modifizierte Form des Polla mit nur zehn Items und einem gemessenen Test zu empfehlen ist.

Evaluation of water retention capacity and flood control function of the forest catchment

This research quantitatively evaluates the water retention capacity and flood control function of the forest catchments by using hydrological data of the large flood events which happened after the serious droughts. The objective sites are the Oodo Dam and the Sameura Dam catchments in Japan. The kinematic wave model, which considers saturated and unsaturated sub-surface soil zones, is used for the rainfall-runoff analysis. The result shows that possible storage volume of the Oodo Dam catchment is 162.26 MCM in 2005, while that of Samerua is 102.83 MCM in 2005 and 102.64 MCM in 2007. Flood control function of the Oodo Dam catchment is 173 mm in water depth in 2005, while the Sameura Dam catchment 114 mm in 2005 and 126 mm in 2007. This indicates that the Oodo Dam catchment has more than twice as big water capacity as its capacity (78.4 mm), while the Sameura Dam catchment has about one-fifth of the its storage capacity (693 mm).

Seismic behavior of capacity designed masonry walls in low seismicity regions

Eurocode 8 representing a new generation of structural design codes in Europe defines ‎requirements for the design of buildings against earthquake action. In Central and ‎Western Europe, the newly defined earthquake zones and corresponding design ground ‎acceleration values, will lead in many cases to earthquake actions which are remarkably ‎higher than those defined so far by the design codes used until now in Central Europe. ‎ In many cases, the weak points of masonry structures during an earthquake are the corner ‎regions of the walls. Loading of masonry walls by earthquake action leads in most cases ‎to high shear forces. The corresponding bending moment in such a wall typically causes a ‎significant increase of the eccentricity of the normal force in the critical wall cross ‎section. This in turn leads ultimately to a reduction of the size of the compression zone in ‎unreinforced walls and a high concentration of normal stresses and shear stresses in the ‎corner regions. ‎ Corner-Gap-Elements, consisting of a bearing beam located underneath the wall and ‎made of a sufficiently strong material (such as reinforced concrete), reduce the effect of ‎the eccentricity of the normal force and thus restricts the pinching effect of the ‎compression zone. In fact, the deformation can be concentrated in the joint below the ‎bearing beam. According to the principles of the Capacity Design philosophy, the ‎masonry itself is protected from high stresses as a potential cause of brittle failure. ‎ Shaking table tests at the NTU Athens Earthquake Engineering Laboratory have proven ‎the effectiveness of the Corner-Gap-Element. The following presentation will cover the ‎evaluation of various experimental results as well as a numerical modeling of the ‎observed phenomena.‎