Design of floors for vibration quiz

Please answer the following 10 multiple choice questions, then click 'submit' to check the result. The pass mark for a CPD certificate is 8 out of 10, and you may retake the quiz as many times as you wish, but the questions will vary! Please note that one, two, three or all of the possible answers presented for each question may be right, and to gain a mark for that question all correct answers must be identified.

Good luck

Design of floors for vibration

A designer has conservatively assessed a floor plate for an office of 18m x 30m. The structural grid is 9m x 7.5m and the plans show a central corridor running the length of the building. The target response factor is 8, but initial calculations indicate a response factor of 9. Which of the following strategies could the designer use to potentially reduce the initial response factor calculated?

The source of excitation (the corridor) is close to the column line, and so a µe value less than 1 is possible
Replace normal weight concrete for the composite slab with lightweight concrete
Reduce the walking path and resonance build-up by introducing doors in the corridor
If the axis of vibration is known use the appropriate frequency weighting curve

Human perception to vibration depends on the direction of incidence of the acceleration relative to the human body. In the basicentric coordinate system, the z-axis corresponds to the direction of the human spine. In which of the situations below is the human body more sensitive to vibration?

Walking (z-axis perpendicular to the floor)
Lying down (z-axis parallel to the floor)
Sitting
Standing

Which statement below does NOT describe a characteristic of a low frequency floor?

Has a fundamental frequency greater than 3 Hz but less than 10Hz
Exhibits a near resonant response
Both steady state and transient response must be checked
Has a fundamental frequency greater than 10Hz

Why do we calculate the natural frequency of a floor system? (tick all that apply)

To avoid resonant behaviour of the floor plate
To ensure that any dynamic effects do not induce loads greater than the static loads for which the floor plate has been designed
To ensure that the system frequency is sufficiently greater than the forcing or walking pace frequency
To obtain a qualitative prediction of the serviceability performance of the floor plate

According to SCI’s P354, “Design of Floors for Vibration: A New Approach”, the recommended response factor or multiplying factor for an office is?

2
4
6
8

Which of the following statements is incorrect?

If the beams of a floor have a natural frequency of 4Hz or higher, then the floor performance is satisfactory for vibration
The frequency of the system (composed of primary and secondary beams plus slab) should be higher than 3Hz
Both primary and secondary beam mode shapes should be investigated and the mode which gives the higher deflection is more critical
If component frequencies are known then Dunkerley’s equation may be used to calculate the frequency of the system

What is a reasonable frequency range caused by walking?

2 Hz to 3 Hz
1 Hz to 2 Hz
2.8 Hz to 3.2 Hz
1.8 Hz to 2.2 Hz

The frequency of an element or system is inversely proportional to the square root of the deflection. On what loading is the deflection based in the UK?

Dead load + 30% of the imposed load
Dead load + 10% of the imposed load
Dead load only
Dead load + imposed load

When assessing the frequency of a floor, which elements of the floor must the designer check?

The slab
The secondary beam
The primary beam
All of the above, both individually and collectively

Which of the following statements are true?

The response factors or multiplying factors given in BS 6472 are “for a low probability of adverse comment”
Multiplying factors are for exposure to continuous vibration
Multiplying factors are for a 16 hour exposure period during the day
Multiplying factors are for an 8 hour exposure period during the night