TERMS Flashcards

1
Q

are caused by the direct
contact of one body with the surface of another.

A

Surface forces

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2
Q

is developed when one body
exerts a force on another body without direct physical contact between the bodies.

A

body force

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3
Q

All cross sections are the
same throughout its length.

A

Prismatic

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4
Q

has the same physical and mechanical properties
throughout its volume.

A

Homogeneous material

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5
Q

has these same properties in all directions.

A

Isotropic material

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6
Q

reflect the probability that the total loading R will occur for all the events stated.

A

Load Factors

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7
Q

are determined from the probability of material failure as it relates to the material’s quality and the consistency of its strength.

A

Resistance factors

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8
Q

If we select two line segments that are originally perpendicular to one
another, then the change in angle that occurs between them is referred to as

A

shear strain

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9
Q

A slight increase in stress
above the elastic limit will result in a breakdown of the material and cause it to deform permanently. This behavior
is called yielding.

A

Yielding

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10
Q

The stress that causes yielding is called

A

yield stress or yield point

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11
Q

the deformation that occurs is
called

A

plastic deformation

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12
Q

When yielding has ended, an increase in load can be
supported by the specimen, resulting in a curve that rises continuously but becomes flatter until it reaches a
maximum stress referred to as the ultimate stress.

A

Strain Hardening

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13
Q

Up to the ultimate stress, as
the specimen elongates, its cross-sectional area will decrease.

A

Necking

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14
Q

Any material that can be subjected to large strains
before it fractures is called a ductile material.

A

Ductile Materials

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15
Q

Materials that exhibit little or no yielding before failure are referred to as brittle materials.

A

Brittle Materials

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16
Q

As a material is deformed by an
external load, the load will do
external work, which in turn will be stored in the material as internal energy. This energy is related to the strains in the material, and so it is referred to as

A

strain energy

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17
Q

When the stress reaches the proportional limit, the strain-energy density is referred to as
the modulus of resilience.

A

Modulus of Resilience

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18
Q

This quantity represents the entire area under the stress–strain diagram, and therefore it
indicates the maximum amount of strain-energy the material can absorb just before it fractures.

A

Modulus of Toughness

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19
Q

The ratio of modulus of toughness to the modulus of resilience

A

Ductility Factor

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20
Q

When a material has to support
a load for a very long period of time, it may continue to deform until a sudden fracture occurs or its usefulness is impaired.

A

Creep

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21
Q

When a metal is subjected to
repeated cycles of stress or strain, it causes its structure to break down, ultimately leading to fracture.

A

Fatigue

22
Q

A condition where a
material break down and deforms permanently even due to a slight increase in stress above the elastic limit.

A

Plasticity

23
Q

When the plastic moment is removed from the beam then it will cause residual stress to be
developed in the beam.

A

Residual Stress

24
Q

Members that are slender and
support loadings that are applied perpendicular to their longitudinal axis.

A

Beams

25
Q

The change in volume per unit volume is called the “volumetric
strain” or the dilatation.

A

Dilatation

26
Q

It occurs when a building
period coincides with the earthquake period.

A

Resonance

27
Q

Occurs when the structures center of mass does not coincide with the center of rigidity.

A

Torsional Shear Stress

28
Q

Measured by a seismometer.

A

Ground Displacement

29
Q

Reciprocal of deflection

A

Rigidity of a Structure

30
Q

It is the space between two
adjacent floors.

A

Story

31
Q

Rigid horizontal planes used to transfer lateral forces to vertical resisting elements.

A

Diaphragms

32
Q

Wall designed to resist lateral forces acting on its own plane, typically wind and seismic loads.

A

Shear wall

33
Q

It is the point where the object “suffers” no torque by the effect of the gravitational force acted upon it.

A

Center of Gravity

34
Q

It is point through which the resultant of the resistance to the applied lateral force acts.

A

Center of Rigidity

35
Q

It is point through which the applied seismic force acts.

A

Center of Mass

36
Q

It is the distance between the center of rigidity and center of mass.

A

Eccentricity

37
Q

It is the total design lateral force

A

Design seismic base shear

38
Q

Inverse of stiffness.

A

Flexibility of a structure

39
Q

It is the displacement of one level relative to the level above or below.

A

Lateral displacement of the story relative to the base.

40
Q

Rate at which natural vibration is absorbed.

A

Damping

41
Q

Instrument use to measure
the peak ground acceleration, which is one of the most important characteristics of an earthquake.

A

Seismometer

42
Q

Instrument use to measure
the strain of rock under pressure.

A

Magnetometer

43
Q

The originating earthquake source of the elastic waves
inside the earth which cause shaking of ground due to earthquake.

A

Focus (Hypocenter)

44
Q

The point on the earth’s
surface directly above the focus.

A

Epicenter

45
Q

Story drift divided by the story height.

A

Story drift ratio

46
Q

A measure of the strength of
shaking during earthquake.

A

Intensity

47
Q

A measure of energy released
in an earthquake.

A

Magnitude

48
Q

Is a state in saturated cohesionless soil wherein the effective shear strength is reduced to negligible
value.

A

Liquefaction

49
Q

Is an oscillatory, sometimes violent movement of the
ground’s surface that follows release of energy in the Earth’s Crust.

A

Earthquake

50
Q

The sideways deflection of
a building due to lateral (sideways) loads.

A

Shear Drift

51
Q

The sideways deflection of
axial (vertical) loads.

A

Chord Drift