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Inhaltsverzeichnis
- 1 Vibrations induced by people.
- 1.1 Pedestrian bridges.
- 1.2 Floors with walking people.
- 1.3 Floors for sport or dance activities.
- 1.4 Floors with fixed seating and spectator galleries.
- 1.5 High-diving platforms.
- References to Chapter 1.
- 2 Machinery-induced vibrations.
- 2.1 Machine foundations and supports.
- 2.2 Bell towers.
- 2.3 Structure-borne sound.
- 2.4 Ground-transmitted vibrations.
- References to Chapter 2.
- 3 Wind-induced vibrations.
- 3.1 Buildings.
- 3.2 Towers.
- 3.3 Chimneys and Masts.
- 3.4 Guyed Masts.
- 3.5 Pylons.
- 3.6 Suspension and Cable-Stayed Bridges.
- 3.7 Cantilevered Roofs.
- References to Chapter 3.
- 4 Vibrations induced by traffic and construction activity.
- 4.1 Roads.
- 4.2 Railways.
- 4.3 Bridges.
- 4.4 Construction Work.
- References to Chapter 4.
- A Basic vibration theory and its application to beams and plates.
- A.1 Free vibration.
- A.2 Forced vibration.
- A.3 Harmonic excitation.
- A.4 Periodic excitation.
- A.4.1 Fourier analysis of the forcing function.
- A.4.2 How the Fourier decomposition works.
- A.4.3 The Fourier Transform.
- A.5 Tuning of a structure.
- A.6 Impedance.
- A.7 Vibration Isolation (Transmissibility).
- A.8 Continuous systems and their equivalent SDOF systems.
- B Decibel Scales.
- B.1 Sound pressure level.
- B.2 Weighting of the sound pressure level.
- C Damping.
- C.1 Introduction.
- C.2 Damping Quantities (Definitions, Interpretations).
- C.3 Measurement of damping properties of structures.
- C.3.1 Decay curve method.
- C.3.2 Bandwidth method.
- C.3.3 Conclusions.
- C.4 Damping mechanisms in reinforced concrete.
- C.5 Overall damping of a structure.
- C.5.1 Damping of the bare structure.
- C.5.2 Damping by non-structural elements.
- C.5.3 Damping by energy radiation to the soil.
- C.5.4 Overall damping.
- D Tuned vibration absorbers.
- D.1 Definition.
- D.2 Modelling and differential equations of motion.
- D.3 Optimum tuning and optimum damping of the absorber.
- D.4 Practical hints.
- E Wave Propagation.
- E.1 Introduction.
- E.2 Wave types and propagation velocities.
- E.3 Attenuation laws.
- F Behaviour of concrete and steel under dynamic actions.
- F.1 Introduction.
- F.2 Behaviour of concrete.
- F.2.1 Modulus of elasticity.
- F.2.2 Compressive strength.
- F.2.3 Ultimate strain in compression.
- F.2.4 Tensile strength.
- F.2.5 Ultimate strain in tension.
- F.2.6 Bond between reinforcing steel and concrete.
- F.3 Behaviour of reinforcing steel.
- F.3.1 Modulus of Elasticity.
- F.3.2 Strength in Tension.
- F.3.3 Strain in tension.
- G Dynamic forces from rhythmical human body motions.
- G.1 Rhythmical human body motions.
- G.2 Representative types of activity.
- G.3 Normalised dynamic forces.
- H Dynamic effects from wind.
- H.1 Basic theory.
- H. l.1 Wind speed and pressure.
- H. l.2 Statistical characteristics.
- a) Gust spectrum.
- b) Aerodynamic admittance function.
- c) Spectral density of the wind force.
- H.1.3 Dynamic effects.
- H.2 Vibrations in along-wind direction induced by gusts.
- H.2.1 Spectral methods.
- a) Mechanical amplification function.
- b) Spectral density of the system response.
- H.2.2 Static equivalent force method based on stochastic loading.
- H.2.3 Static equivalent force method based on deterministic loading.
- H.2.4 Remedial measures.
- H.3 Vibrations in along-wind direction induced by buffeting.
- H.4 Vibrations in across-wind direction induced by vortex-shedding.
- H.4.1 Single structures.
- H.4.2 Several structures one behind another.
- H.4.3 Conical structures.
- H.4.4 Vibrations of shells.
- H.5 Vibrations in across-wind direction: Galloping.
- H.6 Vibrations in across-wind direction: flutter.
- H.7 Damping of high and slenderRC structures subjected to wind.
- I Human response to vibrations.
- I.1 Introduction.
- I.2 Codes of practice.
- I.2.1 ISO 2631.
- I.2.2 DIN 4150/2.
- J Building response to vibrations.
- J.1 General.
- J.2 Examples of recommended limit values.
- References to the Appendices.
- List of Codes and Standards.