Wednesday, 31 October 2018

NEAR SOURCE FACTORS AND SEISMIC COEFFICIENTS

Near source factors are used in determining base shear when analyzing lateral forces in designing structures. Na and Nv account for the proximity to the nearest active fault. Although the NSCP specified interpolation of factors depending on the location of the structure, most designers consider the lumped location of structures whether located in a near field or far field.



 = near source coefficient (velocity)

 = near source coefficient (acceleration)


NSCP 2015 introduced the less than 2km distance. Although still debatable, most designers work on using this range for their designs instead of interpolating the actual value for the structure in the maps provided.


NEAR-SOURCE FACTOR Na


SEISMIC SOURCE TYPECLOSEST DISTANCE TO KNOWN SEISMIC SOURCE
< = 2 km< = 5 km> = 10 km
A1.51.21.0
B1.31.01.0
C1.01.01.0

NEAR-SOURCE FACTOR Nv


SEISMIC SOURCE TYPECLOSEST DISTANCE TO KNOWN SEISMIC SOURCE
<= 2 km< = 5 km<= 10 km>= 15 km
A2.0 1.6 1.2 1.0
B1.6 1.2 1.0 1.0
C1.0 1.0 1.0 1.0


From those values taken from nearness factors, the parameters for seismic coefficients can thus be identified.


 = Seismic coefficient (acceleration)

 = Seismic coefficient (velocity)


SEISMIC COEFFICIENT, Cv


SOIL PROFILE TYPESeismic Zone, Z
Zone 2Zone 4
Sa0.160.32Nv
Sb0.200.40Nv
Sc0.320.56Nv
Sd0.400.64Nv
Se0.640.96Nv
SfNote 1

SEISMIC COEFFICIENT, Ca


SOIL PROFILE TYPESeismic Zone, Z
Zone 2Zone 4
Sa0.16 0.32Na
Sb0.20 0.40Na
Sc0.24 0.40Na
Sd0.28 0.44Na
Se0.34 0.44Na
SfNote 1

NOTE 1: 
Site-specific geotechnical investigation and dynamic site response analysis shall be performed to determine seismic coefficients.

RELATED ARTICLES:

Design Base Shear
Solving for Total Seismic Design Load
How to Determine the Coefficient of Over Strength and Ductility Capacity, R
Identifying the Importance Factor, I
What do Seismic Zones mean?
Philippine Seismic Source Types
Near Source Factors and Seismic Coefficients
Soil Profile Types
Elastic Fundamental Period of Structures

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