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問題一覧
1
Stress at Failure:
Rupture Strength
2
Highest ordinate in Stress-Strain diagram
Ultimate Strength
3
An appreciable elongation or yielding of the material without any corresponding increase of load.
Yield Strength
4
The retarding force acting opposite a body in motion.
Kinetic Friction
5
It is the displacement of one level relative to the level above or below.
Story Drift
6
Occurs when the center of mass and rigidity do not coincide.
Torsional Shear Stress
7
If the structure is subjected to a cycle of stress and ____ , it causes the beam to have sudden ultimate structure.
Fatigue
8
Measured by the Richter Scale
Magnitude of Earthquake
9
Measured by a Seismometer.
Actual/ Ground Displacement
10
Besides the epicenter, it describes the location of the Earthquake.
Focal Depth
11
The composite material exhibits elastic properties in one direction different from that in the perpendicular direction.
Orthotropic
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The material has the same composition at every point but the elastic may not be the same in all directions.
Homogeneous
13
Liquefaction is best described as:
A sudden drop in the Shear Stregth of a soil
14
Rigidity of a structure.
Reciprocal of Deflection
15
It is the point through which the resultant of the resistance to the applied lateral force acts.
Center of Rigidity
16
It is the point through which the applied Seismic Force acts.
Center of Mass
17
Flexibility of a structure.
Reciprocal of Stiffness
18
One in which the lateral stiffness is less than 70% of the stiffness of the story above.
Soft Story
19
It is the distance between the center of rigidity and center of mass.
Eccentricity
20
The material has the ability to absorb energy in the Plastic Range.
Toughness
21
The material has the ability to absorb energy in the Elastic Range.
Resilience
22
The material has the ability to defuse/deform the Plastic Range without breaking.
Ductility
23
The material deforms considerably even with a slight increase in stress.
Yielding
24
The material regains its original dimensions/shape when the load is removed.
Elasticity
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The material has the same elastic properties in all directions.
Isotropic
26
Stressing high strength steel wires before concrete hardens.
Pre Tensioning
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Stressing high strength steel wires after the concrete has been cast and has attained sufficient strength.
Post Tensioning
28
Loss of stress that takes place with the passage of time as concrete is held at a constant strain.
Relaxation
29
Which structural member has the ratio of its unsupported height to its least lateral dimension or not less than 3 and is used primarily to support Axial Load?
Column
30
The force which determines whether the body will be in equilibrium or will have a varying state of motion.
Resultant
31
PRINCIPLE: That the stress is proportional to the strain within the Elastic Region.
Hooke's Law
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PRINCIPLE: That in the deformation of axially loaded members, the ratio of the lateral to the longitudinal strain is constant.
Poisson's Ratio
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PRINCIPLE: That within the elastic range, it is the constant of proportionality that defines the linear relationship between stress and strain.
Young's Modulus
34
Force generated by a body at rest.
Static
35
Force generated by a body in motion.
Dynamic
36
The term of the value beyond which the stress is no longer proportional to the strain.
Proportional Limit