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PSAD TERMS 2011-2018

PSAD TERMS 2011-2018
3回閲覧 • 60問 • 2年前
  • Ian Calasang
  • 通報

    問題一覧

  • 1

    A property of a material that has the same elastic properties in all directions.

    isotropic

  • 2

    Peoperties of a material depends on the direction.

    anisotropic

  • 3

    The permanent deformation reported in a part of a structure due to the sustained load for a long time.

    creep

  • 4

    Material composition is the same but its mechanical properties are different in every direction.

    orthotropic

  • 5

    when force is removed, the object will return to original shape.

    elasticity

  • 6

    material begins to deform plastically.

    yielding

  • 7

    Has a stress-strain relationship that is independent of the coordinate system at a point.

    isotropic material

  • 8

    If material Elastic properties are the same in all points in the body.

    Homogenous

  • 9

    ability of material to absorb energy in the plastic range

    Toughness

  • 10

    ability of material to absorb energy in the elastic range.

    Resilience

  • 11

    ability of material to deform in the plastic range.

    Ductility

  • 12

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

    center of rigidity

  • 13

    point on structure where the resultant vertical force acts.

    center of mass

  • 14

    The distance between the center of mass and center of rigidity.

    eccentricity

  • 15

    Can be measured by seismometer.

    ground displacement

  • 16

    Refers to the flexibility of a structural system.

    inverse of Stiffness

  • 17

    Stress point where a material will have appreciable deform when small amount of stress is experienced.

    Yield Point

  • 18

    Greatest stress that can be applied to an elastic body without causing permanent deformation.

    Elastic Limit

  • 19

    What will develop if center of mass and center of rigidity of a structure does not coincide?

    Torsional shear stress

  • 20

    a general term for a wall that is designed and constructed to resist racking from forces such as wind using masonry, concrete, cold-formed steel, or wood framing.

    shear wall

  • 21

    Can measure magnitude,(magnitude is a measure of the amount of energy released during an earthquake)

    Richter Scale

  • 22

    They observed the intensity or effects of an earthquake at different locations.

    Mercalli scale

  • 23

    Large earthquakes are not measured very well by the Richter scale, especially if the seimometers used are very far away from an earthquake epicenter.This scale is now most commonly used for medium to large earthquakes.

    Moment Magnitude Scale

  • 24

    this is where the material starts breaking.

    Rapture strength

  • 25

    A building which has a floor which is less than 70% as stiff as the floor immediately above it, or less than 80% as stiff as the average stiffness of the three floors above it.

    soft storey

  • 26

    Refers to the lateral displacement of one level relative to the other level above or below.

    storey drift

  • 27

    refers to the rigidity of a structure.

    Reciprocal of Deflection

  • 28

    Which best describe liquefaction?

    sudden drop of shear strength

  • 29

    If two springs with stiffness k1 and k2 are arranged in parallel, which of the ff. gives the combined stiffness k?

    k=k1 + k2

  • 30

    Point on a structure through which the applied seismic force acts.

    center of mass

  • 31

    Refers to flexibility of a structure.

    Reciprocal of Stiffness

  • 32

    Ability of material to deform under tensile stress.

    Ductility

  • 33

    Ability of material to absorb energy when it is deformed elastically, and release that energy upon unloading.

    Resilience

  • 34

    Ability of material to absorb energy and plastically deform without fracturing.

    Toughness

  • 35

    Material having same strength at any point

    Homogeneous

  • 36

    A time dependent prestress loss in pretensioned concrete.

    Relaxation

  • 37

    Tendons are stressed before concrete is poured.

    Pre-tensioning

  • 38

    Tendons are stressed after concrete has hardened.

    Post-tensioning

  • 39

    The portion of the stress-strain curve beyond which the stress is no longer proportional to the strain.

    Proportional Limit

  • 40

    A material property which enables it to under large permanent strain before failure?

    Ductility

  • 41

    Forces generated by bodies in motion.

    Dynamic

  • 42

    which of the ff. deals with forces at rest?

    Static

  • 43

    Which of the ff. forces determines whether the body will be at rest or in motion.

    Resultant

  • 44

    Energy by virtue of velocity.

    Kinetic

  • 45

    Within proportional Limit, the stress is directly proportional to strain.

    Hooke's Law

  • 46

    The ratio of lateral strain to longitudinal strain

    Poisson's Ratio

  • 47

    Within elastic range, the slope of the straight line portion of the stress-strain curve.

    Young's Modulus

  • 48

    A time -dependent deformation at elevated temperature and constant stress, it follows then that a failure from such condition is referred to as stress rupture.

    Creep

  • 49

    inability to be to bent or be forced out of shape.

    Rigidity

  • 50

    describes how well a material resists deformation.

    Stiffness

  • 51

    The degree to which a part of a structural element is displaced under a load.

    Deflection

  • 52

    aimed to account for any unforeseen factor that may attribute to the torsional response.

    Accidental eccentricity

  • 53

    the reciprocal of rigidity

    flexibility

  • 54

    which of the ff. describes the over burden pressure on soil is higher; hence the soil is more compacted at deeper depth.

    increase in bearing capacity

  • 55

    Because of this, the rate of compression of soil that results settlement.

    increase in effective stress

  • 56

    The property of metal associated with the ability to be hammered into a thin sheet without breaking.

    malleability

  • 57

    within equations is the maximum stress that a material can withstand while being stretched or pulled before breaking.

    Ultimate strength

  • 58

    this is the stress at failure.

    Rupture Strength

  • 59

    Highest ordinate in stress strain diagram.

    Ultimate Strength

  • 60

    An appreciable elongation or yielding without any corresponding increase in Load.

    Yield strength

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    問題一覧

  • 1

    A property of a material that has the same elastic properties in all directions.

    isotropic

  • 2

    Peoperties of a material depends on the direction.

    anisotropic

  • 3

    The permanent deformation reported in a part of a structure due to the sustained load for a long time.

    creep

  • 4

    Material composition is the same but its mechanical properties are different in every direction.

    orthotropic

  • 5

    when force is removed, the object will return to original shape.

    elasticity

  • 6

    material begins to deform plastically.

    yielding

  • 7

    Has a stress-strain relationship that is independent of the coordinate system at a point.

    isotropic material

  • 8

    If material Elastic properties are the same in all points in the body.

    Homogenous

  • 9

    ability of material to absorb energy in the plastic range

    Toughness

  • 10

    ability of material to absorb energy in the elastic range.

    Resilience

  • 11

    ability of material to deform in the plastic range.

    Ductility

  • 12

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

    center of rigidity

  • 13

    point on structure where the resultant vertical force acts.

    center of mass

  • 14

    The distance between the center of mass and center of rigidity.

    eccentricity

  • 15

    Can be measured by seismometer.

    ground displacement

  • 16

    Refers to the flexibility of a structural system.

    inverse of Stiffness

  • 17

    Stress point where a material will have appreciable deform when small amount of stress is experienced.

    Yield Point

  • 18

    Greatest stress that can be applied to an elastic body without causing permanent deformation.

    Elastic Limit

  • 19

    What will develop if center of mass and center of rigidity of a structure does not coincide?

    Torsional shear stress

  • 20

    a general term for a wall that is designed and constructed to resist racking from forces such as wind using masonry, concrete, cold-formed steel, or wood framing.

    shear wall

  • 21

    Can measure magnitude,(magnitude is a measure of the amount of energy released during an earthquake)

    Richter Scale

  • 22

    They observed the intensity or effects of an earthquake at different locations.

    Mercalli scale

  • 23

    Large earthquakes are not measured very well by the Richter scale, especially if the seimometers used are very far away from an earthquake epicenter.This scale is now most commonly used for medium to large earthquakes.

    Moment Magnitude Scale

  • 24

    this is where the material starts breaking.

    Rapture strength

  • 25

    A building which has a floor which is less than 70% as stiff as the floor immediately above it, or less than 80% as stiff as the average stiffness of the three floors above it.

    soft storey

  • 26

    Refers to the lateral displacement of one level relative to the other level above or below.

    storey drift

  • 27

    refers to the rigidity of a structure.

    Reciprocal of Deflection

  • 28

    Which best describe liquefaction?

    sudden drop of shear strength

  • 29

    If two springs with stiffness k1 and k2 are arranged in parallel, which of the ff. gives the combined stiffness k?

    k=k1 + k2

  • 30

    Point on a structure through which the applied seismic force acts.

    center of mass

  • 31

    Refers to flexibility of a structure.

    Reciprocal of Stiffness

  • 32

    Ability of material to deform under tensile stress.

    Ductility

  • 33

    Ability of material to absorb energy when it is deformed elastically, and release that energy upon unloading.

    Resilience

  • 34

    Ability of material to absorb energy and plastically deform without fracturing.

    Toughness

  • 35

    Material having same strength at any point

    Homogeneous

  • 36

    A time dependent prestress loss in pretensioned concrete.

    Relaxation

  • 37

    Tendons are stressed before concrete is poured.

    Pre-tensioning

  • 38

    Tendons are stressed after concrete has hardened.

    Post-tensioning

  • 39

    The portion of the stress-strain curve beyond which the stress is no longer proportional to the strain.

    Proportional Limit

  • 40

    A material property which enables it to under large permanent strain before failure?

    Ductility

  • 41

    Forces generated by bodies in motion.

    Dynamic

  • 42

    which of the ff. deals with forces at rest?

    Static

  • 43

    Which of the ff. forces determines whether the body will be at rest or in motion.

    Resultant

  • 44

    Energy by virtue of velocity.

    Kinetic

  • 45

    Within proportional Limit, the stress is directly proportional to strain.

    Hooke's Law

  • 46

    The ratio of lateral strain to longitudinal strain

    Poisson's Ratio

  • 47

    Within elastic range, the slope of the straight line portion of the stress-strain curve.

    Young's Modulus

  • 48

    A time -dependent deformation at elevated temperature and constant stress, it follows then that a failure from such condition is referred to as stress rupture.

    Creep

  • 49

    inability to be to bent or be forced out of shape.

    Rigidity

  • 50

    describes how well a material resists deformation.

    Stiffness

  • 51

    The degree to which a part of a structural element is displaced under a load.

    Deflection

  • 52

    aimed to account for any unforeseen factor that may attribute to the torsional response.

    Accidental eccentricity

  • 53

    the reciprocal of rigidity

    flexibility

  • 54

    which of the ff. describes the over burden pressure on soil is higher; hence the soil is more compacted at deeper depth.

    increase in bearing capacity

  • 55

    Because of this, the rate of compression of soil that results settlement.

    increase in effective stress

  • 56

    The property of metal associated with the ability to be hammered into a thin sheet without breaking.

    malleability

  • 57

    within equations is the maximum stress that a material can withstand while being stretched or pulled before breaking.

    Ultimate strength

  • 58

    this is the stress at failure.

    Rupture Strength

  • 59

    Highest ordinate in stress strain diagram.

    Ultimate Strength

  • 60

    An appreciable elongation or yielding without any corresponding increase in Load.

    Yield strength