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Quiz 4.1 Earthquake Engineering

Total questions: 10

Worksheet time: 5mins

Name
Class
Date
1.

A part of structure where all the loads are transmitted here.

a)

Column

b)

Beams

c)

Earth or underlying soil or roks

d)

Foundation

2.

It caused the loose on soft soils which will affect its bearing capacity.

a)

Earthquake

b)

Distress of soil

c)

Liquefaction

d)

Excitation

3.

As it was observed, in a cluster of buildings with the same level, shallow rock has less damaged than deep soils

a)

True

b)

False

c)

No relation

4.

In the Philippines, this book was adopted for the provisions on design of earthquake resistant structures.

a)

NSCP

b)

UBC

c)

Both NSCP and UBC

5.

Site coefficients factor of medium stiff to stiff where the depth is not greater than 60.96 meters

a)

1.0

b)

1.2

c)

1.5

d)

2.0

6.

This level of ground motion has been taken as being an effective peak ground acceleration of 0.4g.

a)

Zone 1

b)

Zone 2

c)

Zone 4

d)

Zone 3

7.

It has an average shear wave velocity of 180 to 360 meters per second

a)

soft rock

b)

rock

c)

stiff soil

d)

soft soil

8.

It has an average shear wave velocity of less than 180 meters per second

a)

soft soil

b)

stiff soil

c)

rock

d)

soft rock

9.

A description of seismic source which has a maximum moment magnitude of 6.8

a)

Faults that are capable of producing large magnitude events

b)

It has a high rate of activity

c)

It has a low rate of activity

d)

None of the 3 choices

10.

The types of soils requiring site-specific evaluation in Soil Profile Type SF

a)

very low plasticity clays

b)

partially decayed vegetation

c)

Plasticity Index of 75 for the depth greater that 25 feet

d)

low sensitive clays