Fakultät für Angewandte Natur- und Geisteswissenschaften
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In der Diskussion um bezahlbares Bauen werden aktuell die Standards im Wohnungsbau hinterfragt, darunter auch die Schallschutzanforderungen. Die Wahrnehmung von Schallschutz ist subjektiv und wird von verschiedenen Faktoren wie Alter und individuellen Empfindlichkeiten beeinflusst. Nachbarschaftslärm kann zu Schlafstörungen und Belästigungen führen, während Verkehrslärm nachweislich Gesundheitsprobleme verursacht. Das Konzept „Einfach Bauen“ zielt darauf ab, das Bauen zu vereinfachen und nachhaltiger zu gestalten. Drei Forschungshäuser, die diesem Konzept folgen, wurden auf Schallschutz überprüft. Dabei erfüllten Wohnungstrennwände und -decken die Anforderungen. Die Untersuchung der Bewohnerzufriedenheit durch Befragungen in diesen Häusern zeigt, dass die Wahrnehmung von Lärm stark variiert. Die Zufriedenheit wird durch die Kommunikation mit den Nachbarn beeinflusst. Das Fallbeispiel verdeutlicht, dass Schallschutzanforderungen oft nicht den individuellen Lärmempfinden gerecht werden, da nicht-akustische Faktoren eine starke Rolle spielen. Die Erwartung eines reduzierten Schallschutzes bei „Einfach Bauen“ kann zu Fehlvorstellungen führen, wie der Auszug von Bewohnern aus Schallschutzgründen zeigt. Die derzeitigen Mindestanforderungen an den Schallschutz erweisen sich für sehr empfindsame Menschen als unzureichend. Es ist wichtig, dass die Bewohner über den zu erwartenden Schallschutz informiert werden, um ein harmonisches Zusammenleben zu ermöglichen.
Correlations between standardised and real impact sound sources in lightweight wooden structures
(2021)
This study aimed to understand the correlation between standard impact sound sources and real impact sources in lightweight floor structures. Six real impact sources (adult walking, child running, child jumping on the floor, and three objects falling) were used to be compared with standard impact sources (i.e. tapping machine and impact ball). Measurements were conducted on a lightweight timber joist floor. Impact sound pressure levels (SPLs) produced by the standard impact sources were measured on the four floor structures with or without carpet tiles. For the real impact sources, two walkers wearing socks and slippers walked at different speeds (normal and fast) along three paths, while two children ran along the three paths and jumped at four positions. Also, the SPLs generated by dropped objects were measured at five positions. Seven standardised single-number quantities (SNQs) were calculated for the tapping machine and the impact ball, while three noise ratings (LAeq, LAFmax, and LN) were also computed from the sound recordings of the real impact sources. Both the tapping machine and the impact ball showed similar frequency characteristics with the real impact sources across all the floor structures. All the SNQs for the tapping machine and the impact ball were highly correlated with the energy-based noise ratings of the adult walking and little differences were found across walking speeds and footwear. Similar tendencies were observed from other real impact sources, indicating the high correlations between the standardised SNQs of the tapping machine and the impact ball and the noise ratings.
This paper concerns the development and validation of Finite Element Methods (FEM) to simulate the dynamic response of a dowelled-joist timber floor. This is a solid floor comprised of timber joists connected using timber dowels with individual assemblies connected using inclined metal screws. The focus is on the structural dynamics in the low-frequency range up to 200 Hz which is the relevant range for impact sound insulation and vibration serviceability. Dowel connections between the joists that formed each assembly were modelled using either rigid or spring connectors in the FEM models. The validation against experimental modal analysis showed that both approaches were valid in terms of the eigenfrequencies, Modal Assurance Criterion (MAC) and the spatial-average velocity with point excitation. Whilst the FEM model with spring connectors had a higher number of correlated modes in the MAC analysis, this required removal of many spurious modes before predicting the response. The validated models were used to demonstrate the potential in predicting assessment parameters for vibration serviceability that are contained in EN 1995-1-1 (Eurocode 5). This predictive approach to the evaluation of vibration serviceability has the advantage in that it can be used for non-standard timber floors with non-standard boundary conditions or floor plans.
A high-order finite element model for vibration analysis of cross-laminated timber assemblies
(2017)
The vibration behavior of cross-laminated timber components in the low-frequency range can be predicted with high accuracy by the finite element method. However, the modeling of assembled cross-laminated timber components has been studied only scarcely. The three-dimensional p-version of the finite element method, which is characterized by hierarchic high-order shape functions, is well suited to consider coupling and support conditions. Furthermore, a small number of degrees of freedom can be obtained in case of thin-walled structures using p-elements with high aspect ratios and anisotropic ansatz spaces. In this article, a model for cross-laminated timber assemblies made of volumetric high-order finite elements is presented. Two representative types of connections are investigated, one with an elastomer between the cross-laminated timber components and the other without. The model is validated, and suitable ranges for the stiffness parameters of the finite elements which represent the junctions are identified.