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Springiness and Human-Induced Floor Vibrations: A Design Guide
The limitation of springiness and vibration in floors due to human footstep loading is often the governing design criterion for light-weight floor structures. A new design method which aims at such limitation is presented. The method includes three design parameters (static flexibility, unit impulse velocity response and steady velocity response) and is based on the results of a five-year research project. The proposed method applies to both short span floors and most medium span floors and is material independent. Design aids such as flow charts and design charts are given. Several numerical examples are presented to illustrate the application of the method. The examples also show the serviceability characteristics of various types of timber, steel and concrete floors.
Springiness and Human-Induced Floor Vibrations: A Design Guide
The limitation of springiness and vibration in floors due to human footstep loading is often the governing design criterion for light-weight floor structures. A new design method which aims at such limitation is presented. The method includes three design parameters (static flexibility, unit impulse velocity response and steady velocity response) and is based on the results of a five-year research project. The proposed method applies to both short span floors and most medium span floors and is material independent. Design aids such as flow charts and design charts are given. Several numerical examples are presented to illustrate the application of the method. The examples also show the serviceability characteristics of various types of timber, steel and concrete floors.
Springiness and Human-Induced Floor Vibrations: A Design Guide
S. Ohlsson (Autor:in)
1988
141 pages
Report
Keine Angabe
Englisch
Structural Analyses , Architectural Design & Environmental Engineering , Floors , Vibration , Design criteria , Concrete construction , Steel construction , Timber construction , Loads(Forces) , Structural design , Stiffness , Flexural strength , Dynamic structural analysis , Graphs(Charts) , Foreign technology
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