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 (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 TYPE | CLOSEST DISTANCE TO KNOWN SEISMIC SOURCE | ||
---|---|---|---|
< = 2 km | < = 5 km | > = 10 km | |
A | 1.5 | 1.2 | 1.0 |
B | 1.3 | 1.0 | 1.0 |
C | 1.0 | 1.0 | 1.0 |
NEAR-SOURCE FACTOR Nv
SEISMIC SOURCE TYPE | CLOSEST DISTANCE TO KNOWN SEISMIC SOURCE | |||
---|---|---|---|---|
<= 2 km | < = 5 km | <= 10 km | >= 15 km | |
A | 2.0 | 1.6 | 1.2 | 1.0 |
B | 1.6 | 1.2 | 1.0 | 1.0 |
C | 1.0 | 1.0 | 1.0 | 1.0 |
From those values taken from nearness factors, the parameters for seismic coefficients can thus be identified.
= Seismic coefficient (velocity)
SEISMIC COEFFICIENT, Cv
SOIL PROFILE TYPE | Seismic Zone, Z | |
---|---|---|
Zone 2 | Zone 4 | |
Sa | 0.16 | 0.32Nv |
Sb | 0.20 | 0.40Nv |
Sc | 0.32 | 0.56Nv |
Sd | 0.40 | 0.64Nv |
Se | 0.64 | 0.96Nv |
Sf | Note 1 |
SEISMIC COEFFICIENT, Ca
SOIL PROFILE TYPE | Seismic Zone, Z | |
---|---|---|
Zone 2 | Zone 4 | |
Sa | 0.16 | 0.32Na |
Sb | 0.20 | 0.40Na |
Sc | 0.24 | 0.40Na |
Sd | 0.28 | 0.44Na |
Se | 0.34 | 0.44Na |
Sf | Note 1 |
NOTE 1:
Site-specific geotechnical investigation and dynamic site response analysis shall be performed to determine seismic coefficients.RELATED ARTICLES:
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