CRITERIA OF ERD Flashcards

1
Q

Criteria of ERD

A

-function
-cost
-reliability

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2
Q

Determination of structural plan

A

-be symmetrical
-be simple
-not to be elongated in plan or elevation
-have uniform and continuous distribution of strength
-have horizontal members which form hinge before the vertical members
-have its stiffness related to the sub-soil properties

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3
Q

Damages to foundation of EQ

A

-Soil Damage
-Foundation Damage
-Flexure Damage
-Shear Damage
-Faulting

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4
Q

Cause of damages

A

-inadequate resistance to horizontal ground shaking
-soil amplification
-permanent displacement (surface faulting and ground failure)
irregularities in elevation and plan
-tsunami wave run up
-lack of detailing and poor construction materials
-lack of attention to non-structural elements

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5
Q

Philippines lies in subduction zone between two plates, what are these plate?

A

Eurasian plate and Philippine sea plate

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6
Q

purpose to safeguard against major structural failures and loss of life, not to limit damage or maintain function

A

EQ provision of NSCP

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7
Q

Assure life safety

A

Code Philosopy

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8
Q

Structures must be able to

A

-resist minor eq w/ damage
-resist moderate eq w/ structural damage but possibly w/ non-structural damage

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9
Q

Types of Lateral Force Procedure

A

-Simplified Static Lateral Force Procedure
-Static Lateral Force Procedure
-Dynamic Lateral Force

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10
Q

Building occupancy not more than 3-story in height, excluding basement, that use light-frame construction

A

Simplified Static Lateral Force Procedure

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11
Q

Other buildings not more than 2-story in height excluding basement

A

Simplified Static Lateral Force Procedure

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12
Q

All structures, regular or irregular, in Category IV and V in Zone 2

A

Static Lateral Force Procedure

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13
Q

Regular structures under 75m in height

A

Static Lateral Force Procedure

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14
Q

Irregular structures not more than 5-story nor 20 m in height

A

Static Lateral Force Procedure

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15
Q

Structures 75 m or more in height

A

Dynamic Lateral Force

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16
Q

Structure w/ stiffness, weight or geometric irregularities

A

Dynamic Lateral Force

17
Q

Structure over 5-story or 20 m in height in Zone 4 not having the same structure system throughout that height

A

Dynamic Lateral Force

18
Q

Structure regular or irregular located in Sf that have a period greater than .70 sec

A

Dynamic Lateral Force

19
Q

Analysis due to Eq

A

-Location
-Structure type and framing system
-Frame analysis
-Combined Forces

20
Q

Location

A

Zone, Seismic Source Type, distance from source, soil parameters

21
Q

Structure type and framing system

A

Influence factor, height, configuration, period, Na, Nv, Lateral Force Procedure

22
Q

Frame analysis

A

Design Base shear, Lateral Force Distribution, stress, drift, P-delta effects

23
Q

Combined Forces

A

EQ,LL,DL