MTE Flashcards

1
Q
  1. Resist minor earthquakes without damage.
  2. Resist moderate earthquakes without structural damage but with some non-structural
    damages.
  3. Resist major earthquakes without collapse but with some structural damages as well as
    non-structural damages.
A

PRINCIPLES OF SEISMIC DESIGN

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2
Q

process that includes strategies for designing earthquake-resistant buildings
to ensure the health, safety and security of building occupants and assets

A

SEISMIC DESIGN –

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3
Q

A. Provide tsunami warning system
B. Provide breakwaters and tsunami forests.
C. Make a proper orientation of the buildings to produce good water steering
D. Structures must be located on higher grounds

A

FOR TSUNAMI HAZARDS

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4
Q

A. Monitor possible slope failure
B. Apply soil nailing
C. Provide properly designed retaining walls or apply jet grouting.

A

FOR LANDSLIDE HAZARDS

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5
Q

For small areas:
A. Provide drainage wells
B. Apply horizontal compaction of soil by vibroflotation or jet grouting
C. If feasible, remove liquefiable layer
For large areas:
A. Avoid the site during site planning

A

FOR LIQUEFACTION HAZARDS

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6
Q

A. Follow the provisions set by the code about seismic design.
B. Prepare a well-detailed structural plans and make sure that everything is properly
implemented during construction.

A

FOR STRUCTURAL HAZARDS

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7
Q

Avoid sites which are near major fault lines during site planning

A

FOR GROUND SHAKING

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8
Q

the region below the lithosphere, variously estimated as being from fifty to several hundred
miles (eighty-five to several hundred kilometers) thick, in which the rock is less rigid than that
above and below but rigid enough to transmit transverse seismic waves. Rocks herein move in
fluid manner because of high temperature and pressure

A

ASTHENOSPHERE

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9
Q

occur when pressure deep within the lithosphere cause the earth’s
surface to buckle, bend and even split apart

A

FOLDING AND FAULTING

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10
Q

occur when pressure deep within the lithosphere cause the earth’s
surface to buckle, bend and even split apart

A

FOLDING AND FAULTING

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11
Q

when the earth’s crust is pushed up from its sides at a very slow rate. Fold mountains occur
where the crust is pushed up as plates collide which causes the crust to rise up in folds.

A

FOLDING

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12
Q

when tension and compression associated with plate movement is so great that blocks of rock
fracture or break apart. This process can occur very rapidly which causes the ground to shake
and vibrate resulting in earthquakes.

A

FAULTING

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13
Q

weak points in the earth’s crust and upper mantle where the rock layers have ruptured and
slipped.

A

FAULTS

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14
Q

cover the whole lithosphere which made up of rigid plates that move relative to each other.
The six major tectonic plates are: American, African, Eurasian, Pacific, India-Australian and
Antartican.

A

TECTONIC PLATES

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15
Q

a weak shaking to violent trembling of the ground produced by the sudden displacement of
rocks below the earth’s surface.

A

EARTHQUAKE

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16
Q

caused by the sudden release of energy stored within the rocks along a fault.
The released energy is produced by the strain on the rocks due to movement of tectonic plates

A

TECTONIC

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17
Q

caused by an upward movement of magma under the volcano which fractures
rock masses and cause continuous tremors

A

VOLCANIC

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18
Q

increase the strain within the rocks near the
loacation of the activity so that rocks slip and slide along pre-existing faults more easily

A

HUMAN ACTIVITIES

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19
Q

where new crust is generated as the plates pull away from
each other.

A

DIVERGENT

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20
Q

where crust is destroyed as one plate dives under another.

A

COVERGENT

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21
Q

where crust is neither produced nor destroyed as
the plates slide horizontally past each other

A

TRANSFORMATIONAL

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22
Q

are the waves of energy caused by the sudden breaking of rock within the earth

A

SEISMIC WAVES

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23
Q

can travel
through the earth’s inner layers

A

Body waves

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24
Q

can only move along the surface of the
planet

A

surface waves

25
compressional waves are the fastest kind of seismic wave, and, consequently, the first to 'arrive' at a seismic station can move through solid rock and fluid. It pushes and pulls the rock it moves through.
PRIMARY OR P- WAVES
26
is slower than a P wave and can only move through solid rock, not through any liquid medium move rock particles up and down, or side-to-side--perpindicular to the direction that the wave is traveling in is stronger than P wave
SECONDARY OR S-WAVES
27
The fastest surface wave and moves the ground from side-to-side. Confined to the surface of the crust, _______ waves produce entirely horizontal motion
LOVE WAVES
28
rolls along the ground just like a wave rolls across a lake or an ocean. Because it rolls, it moves the ground up and down, and side-to-side in the same direction that the wave is moving. It is the slowest type of wave but often the most destructive
RAYLEIGH WAVES
29
To locate the epicenter of an earthquake, it takes to consider at least ______ stationed seismograph on a map
THREE
30
point where the circles intersect
EPICENTER
31
describes the earthquake’s magnitude by measuring the seismic waves that cause the earthquake. It is a quantitative logarithmic scale that measures the magnitude of an earthquake.
RICHTER SCALE
32
Magnitude is greater than or equal to 8.0. A magnitude-8.0 earthquake is capable of tremendous damage
GREAT EARTHQUAKE
33
Magnitude in the rage of 7.0 to 7.9. A magnitude-7.0 earthquake is a major earthquake that is capable of widespread, heavy damage
MAJOR EARTHQUAKE
34
Magnitude in the rage of 6.0 to 6.9. A magnitude-6.0 quake can cause severe damage.
STRONG EARTHQUAKE
35
Magnitude in the rage of 5.0 to 5.9. A magnitude-5.0 quake can cause considerable damage.
MODERATE EARTHQUAKE
36
Magnitude in the rage of 4.0 to 4.9. A magnitude-4.0 quake is capable of moderate damage
LIGHT EARTHQUAKE
37
Magnitude in the rage of 3.0 to 3.9
MINOR EARTHQUAKE
38
Magnitude less than-3.0. Quakes between 2.5 and 3.0 are the smallest generally felt by people.
MICRO EARTHQUAKE
39
describes on how intense is the effect on a specific location based on observations. It is a qualitative linear scale that measures the intensity of an earthquake
MODIFIED MERCALLI SCALE
40
deals with the effects of earthquake and with the methods of reducing those effects through identification and mitigation of seismic hazards
EARTHQUAKE ENGINEERING
41
hazards produced by seismic waves which radiates from source to the ground surface.
GROUND SHAKING
42
hazards caused by improper design, incorrect detailing and construction malpractices.
STRUCTURAL HAZARDS
43
– hazards caused by liquefaction during earthquakes. Liquefaction is a phenomenon by which soil (normally loose saturated sand deposit) lose strength and stiffness during an earthquake where the soil behave like liquid causing considerable settling and tilting of the overlying structures.
LIQUEFACTION HAZARDS
44
– are hazards caused by slope failures in steep or hilly areas.
LANDSLIDE HAZARDS
45
are hazards caused by giant sea waves generated by under-the-sea earthquakes which are shallow seated abd strong enough to disturb and displace the water over it
. TSUNAMI HAZARDS
46
The load-resisting sub-system of a building. The structural system transfers loads through interconnected members.
STRUCTURAL SYSTEM
47
A space frame in which members and joints are capable of resisting forces primarily by flexure due to both gravity and lateral loads.
MOMENT RESISTING SPACE FRAME (MRSF)
48
A moment resisting frame specially detailed to provide ductile behavior, and complying with the code for seismic provisions.
SPECIAL MOMENT RESISTING SPACE FRAME (SMRSF)
49
- A moment resisting space frame not meeting special detailing requirements for ductile behavior
ORDINARY MOMENT RESISTING SPACE FRAME (OMRSF)
50
A structural system without complete vertical load carrying space frame, no beams and no columns. All walls are designed to resist both gravity and lateral loads
BEARING WALL SYSTEM
51
A combination of memnet resisting space frame and bearing wall or braced frame systems. Basically, lateral loads are to be carried by the bearing wall or braced frame while the gravity loads are carried by the space frame
DUAL SYSTEM
52
Essentially a vertical truss sytem which is provided to resist lateral loads
BRACED FRAME
53
braced frame in which members are subjected primarily to axial loads
CONCENTRICALLY BRACED FRAME
54
A braced frame in which members are subject to flexure while bracings are subject to axial force
ECCENTRICALLY BRACED FRAME
55
consists of closely spaced columns joined by deep girders. The idea is to create a tube that will act like a continuous perforated stack. Lateral loads are resisted by the tube while gravity loading is shared between the tube and the interior columns
FRAMED TUBE
56
A framed tube consisting of an outer-framed tube together with an interior core. The outer and inner tubes act jointly in resisting lateral loads and a portion of gravity loads
TUBE IN TUBE
57
- Consists of widely spaced rigid peripheral columns with bracings. As a result, the structure behaves more like a braced frame under lateral loads
BRACED TUBE
58
Assemblage of individual tubes resulting in multiple cell tube
BUNDLED TUBE