HAZUS Model Building Fragility Table
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High-code fragilities for HAZUS model building types

Table 1. High-code fragilities for HAZUS model building types.

FACILITY TYPE DESCRIPTION METRIC ALPHA BETA ALPHA BETA ALPHA BETA ALPHA BETA
W1H Wood, Light Frame PGA 26 0.64 55 0.64 128 0.64 201 0.64
W2H Wood Commercial PGA 26 0.64 56 0.64 115 0.64 208 0.64
S1LH Steel Moment Frame, Low Rise PGA 19 0.64 31 0.64 64 0.64 149 0.64
S1MH Steel Moment Frame, Mid Rise PGA 14 0.64 26 0.64 62 0.64 143 0.64
S1HH Steel Moment Frame, High Rise PGA 10 0.64 21 0.64 52 0.64 131 0.64
S2LH Steel Brace Frame, Low Rise PGA 24 0.64 41 0.64 76 0.64 146 0.64
S2MH Steel Brace Frame, Mid Rise PGA 14 0.64 27 0.64 73 0.64 162 0.64
S2HH Steel Brace Frame, High Rise PGA 11 0.64 22 0.64 65 0.64 160 0.64
S3H Steel Light Frame PGA 15 0.64 26 0.64 54 0.64 100 0.64
S4LH Steel Frame Shear Wall, Low Rise PGA 24 0.64 39 0.64 71 0.64 133 0.64
S4MH Steel Frame Shear Wall, Mid Rise PGA 16 0.64 28 0.64 73 0.64 156 0.64
S4HH Steel Frame Shear Wall, High Rise PGA 13 0.64 25 0.64 69 0.64 163 0.64
C1LH Concrete Moment Frame, Low Rise PGA 21 0.64 35 0.64 70 0.64 137 0.64
C1MH Concrete Moment Frame, Mid Rise PGA 15 0.64 27 0.64 73 0.64 161 0.64
C1HH Concrete Moment Frame, High Rise PGA 11 0.64 22 0.64 62 0.64 135 0.64
C2LH Concrete Shear Wall, Low Rise PGA 24 0.64 45 0.64 90 0.64 155 0.64
C2MH Concrete Shear Wall, Mid Rise PGA 17 0.64 36 0.64 87 0.64 195 0.64
C2HH Concrete Shear Wall, High Rise PGA 12 0.64 29 0.64 82 0.64 187 0.64
PC1H Precast Concrete Tiltup Wall PGA 20 0.64 35 0.64 72 0.64 125 0.64
PC2LH Precast Concrete Frames, Low Rise PGA 24 0.64 36 0.64 69 0.64 123 0.64
PC2MH Precast Concrete Frames, Mid Rise PGA 17 0.64 29 0.64 67 0.64 151 0.64
PC2HH Precast Concrete Frames, High Rise PGA 12 0.64 23 0.64 63 0.64 149 0.64
RM1LH Reinforced Masonry with Wood, Low Rise PGA 30 0.64 46 0.64 93 0.64 157 0.64
RM1MH Reinforced Masonry with Wood, Mid Rise PGA 20 0.64 37 0.64 81 0.64 190 0.64
RM2LH Reinforced Masonry with Precast Concrete, Low Rise PGA 26 0.64 42 0.64 87 0.64 149 0.64
RM2MH Reinforced Masonry with Precast Concrete, Mid Rise PGA 17 0.64 33 0.64 75 0.64 183 0.64
RM2HH Reinforced Masonry with Precast Concrete, High Rise PGA 12 0.64 24 0.64 67 0.64 178 0.64
MHH Mobile Homes PGA 11 0.64 18 0.64 31 0.64 60 0.64

Moderate-code fragilities for HAZUS model building types

Table 2. Moderate-code fragilities for HAZUS model building types.

FACILITYTYPE DESCRIPTION METRIC ALPHA BETA ALPHA BETA ALPHA BETA ALPHA BETA
W1M Wood, Light Frame PGA 24 0.64 43 0.64 91 0.64 134 0.64
W2M Wood Commercial PGA 20 0.64 35 0.64 64 0.64 113 0.64
S1LM Steel Moment Frame, Low Rise PGA 15 0.64 22 0.64 42 0.64 80 0.64
S1MM Steel Moment Frame, Mid Rise PGA 13 0.64 21 0.64 44 0.64 82 0.64
S1HM Steel Moment Frame, High Rise PGA 10 0.64 18 0.64 39 0.64 78 0.64
S2LM Steel Brace Frame, Low Rise PGA 20 0.64 26 0.64 46 0.64 84 0.64
S2MM Steel Brace Frame, Mid Rise PGA 14 0.64 22 0.64 53 0.64 97 0.64
S2HM Steel Brace Frame, High Rise PGA 11 0.64 19 0.64 49 0.64 102 0.64
S3M Steel Light Frame PGA 13 0.64 19 0.64 33 0.64 60 0.64
S4LM Steel Frame Shear Wall, Low Rise PGA 19 0.64 26 0.64 41 0.64 78 0.64
S4MM Steel Frame Shear Wall, Mid Rise PGA 14 0.64 22 0.64 51 0.64 92 0.64
S4HM Steel Frame Shear Wall, High Rise PGA 12 0.64 21 0.64 51 0.64 97 0.64
C1LM Concrete Moment Frame, Low Rise PGA 16 0.64 23 0.64 41 0.64 77 0.64
C1MM Concrete Moment Frame, Mid Rise PGA 13 0.64 21 0.64 49 0.64 89 0.64
C1HM Concrete Moment Frame, High Rise PGA 11 0.64 18 0.64 41 0.64 74 0.64
C2LM Concrete Shear Wall, Low Rise PGA 18 0.64 30 0.64 49 0.64 87 0.64
C2MM Concrete Shear Wall, Mid Rise PGA 15 0.64 26 0.64 55 0.64 102 0.64
C2HM Concrete Shear Wall, High Rise PGA 12 0.64 23 0.64 57 0.64 107 0.64
PC1M Precast Concrete Tiltup Wall PGA 18 0.64 24 0.64 44 0.64 71 0.64
PC2LM Precast Concrete Frames, Low Rise PGA 18 0.64 25 0.64 40 0.64 74 0.64
PC2MM Precast Concrete Frames, Mid Rise PGA 15 0.64 21 0.64 45 0.64 86 0.64
PC2HM Precast Concrete Frames, High Rise PGA 12 0.64 19 0.64 46 0.64 90 0.64
RM1LM Reinforced Masonry with Wood, Low Rise PGA 22 0.64 30 0.64 50 0.64 85 0.64
RM1MM Reinforced Masonry with Wood, Mid Rise PGA 18 0.64 26 0.64 51 0.64 103 0.64
RM2LM Reinforced Masonry with Precast Concrete, Low Rise PGA 20 0.64 28 0.64 47 0.64 81 0.64
RM2MM Reinforced Masonry with Precast Concrete, Mid Rise PGA 16 0.64 23 0.64 48 0.64 99 0.64
RM2HM Reinforced Masonry with Precast Concrete, High Rise PGA 12 0.64 20 0.64 48 0.64 101 0.64
MHM Mobile Homes PGA 11 0.64 18 0.64 31 0.64 60 0.64

Low-code fragilities for HAZUS model building types

Table 3. Low-code fragilities for HAZUS model building types.

FACILITY TYPE DESCRIPTION METRIC ALPHA BETA ALPHA BETA ALPHA BETA ALPHA BETA
W1L Wood, Light Frame PGA 20 0.64 34 0.64 61 0.64 95 0.64
W2L Wood Commercial PGA 14 0.64 23 0.64 48 0.64 75 0.64
S1LL Steel Moment Frame, Low Rise PGA 12 0.64 17 0.64 30 0.64 48 0.64
S1ML Steel Moment Frame, Mid Rise PGA 12 0.64 18 0.64 29 0.64 49 0.64
S1HL Steel Moment Frame, High Rise PGA 10 0.64 15 0.64 28 0.64 48 0.64
S2LL Steel Brace Frame, Low Rise PGA 13 0.64 17 0.64 30 0.64 50 0.64
S2ML Steel Brace Frame, Mid Rise PGA 12 0.64 18 0.64 35 0.64 58 0.64
S2HL Steel Brace Frame, High Rise PGA 11 0.64 17 0.64 36 0.64 63 0.64
S3L Steel Light Frame PGA 10 0.64 13 0.64 20 0.64 38 0.64
S4LL Steel Frame Shear Wall, Low Rise PGA 13 0.64 16 0.64 26 0.64 46 0.64
S4ML Steel Frame Shear Wall, Mid Rise PGA 12 0.64 17 0.64 31 0.64 54 0.64
S4HL Steel Frame Shear Wall, High Rise PGA 12 0.64 17 0.64 33 0.64 59 0.64
S5LL Steel Frame Unreinforced Wall, Low Rise PGA 13 0.64 17 0.64 28 0.64 45 0.64
S5ML Steel Frame Unreinforced Wall, Mid Rise PGA 11 0.64 18 0.64 34 0.64 53 0.64
S5HL Steel Frame Unreinforced Wall, High Rise PGA 10 0.64 18 0.64 35 0.64 58 0.64
C1LL Concrete Moment Frame, Low Rise PGA 12 0.64 15 0.64 27 0.64 45 0.64
C1ML Concrete Moment Frame, Mid Rise PGA 12 0.64 17 0.64 32 0.64 54 0.64
C1HL Concrete Moment Frame, High Rise PGA 10 0.64 15 0.64 27 0.64 44 0.64
C2LL Concrete Shear Wall, Low Rise PGA 14 0.64 19 0.64 30 0.64 52 0.64
C2ML Concrete Shear Wall, Mid Rise PGA 12 0.64 19 0.64 38 0.64 63 0.64
C2HL Concrete Shear Wall, High Rise PGA 11 0.64 19 0.64 38 0.64 65 0.64
C3LL Concrete Unreinforced Wall, Low Rise PGA 12 0.64 17 0.64 26 0.64 44 0.64
C3ML Concrete Unreinforced Wall, Mid Rise PGA 11 0.64 17 0.64 32 0.64 51 0.64
C3HL Concrete Unreinforced Wall, High Rise PGA 9 0.64 16 0.64 33 0.64 53 0.64
PC1L Precast Concrete Tiltup Wall PGA 13 0.64 17 0.64 25 0.64 45 0.64
PC2LL Precast Concrete Frames, Low Rise PGA 13 0.64 15 0.64 24 0.64 44 0.64
PC2ML Precast Concrete Frames, Mid Rise PGA 11 0.64 16 0.64 31 0.64 52 0.64
PC2HL Precast Concrete Frames, High Rise PGA 11 0.64 16 0.64 31 0.64 55 0.64
RM1LL Reinforced Masonry with Wood, Low Rise PGA 16 0.64 20 0.64 29 0.64 54 0.64
RM1ML Reinforced Masonry with Wood, Mid Rise PGA 14 0.64 19 0.64 35 0.64 63 0.64
RM2LL Reinforced Masonry with Precast Concrete, Low Rise PGA 14 0.64 18 0.64 28 0.64 51 0.64
RM2ML Reinforced Masonry with Precast Concrete, Mid Rise PGA 12 0.64 17 0.64 34 0.64 60 0.64
RM2HL Reinforced Masonry with Precast Concrete, High Rise PGA 11 0.64 17 0.64 35 0.64 62 0.64
URMLL Unreinforced Masonry, Low Rise PGA 14 0.64 20 0.64 32 0.64 46 0.64
URMML Unreinforced Masonry, Mid Rise PGA 10 0.64 16 0.64 27 0.64 46 0.64
MHL Mobile Homes PGA 11 0.64 18 0.64 31 0.64 60 0.64

Pre-code fragilities for HAZUS model building types

Table 4. Pre-code fragilities for HAZUS model building types.

FACILITYTYPE DESCRIPTION METRIC ALPHA BETA ALPHA BETA ALPHA BETA ALPHA BETA
W1P Wood, Light Frame PGA 18 0.64 29 0.64 51 0.64 77 0.64
W2P Wood Commercial PGA 12 0.64 19 0.64 37 0.64 60 0.64
S1LP Steel Moment Frame, Low Rise PGA 9 0.64 13 0.64 22 0.64 38 0.64
S1MP Steel Moment Frame, Mid Rise PGA 9 0.64 14 0.64 23 0.64 39 0.64
S1HP Steel Moment Frame, High Rise PGA 8 0.64 12 0.64 22 0.64 38 0.64
S2LP Steel Brace Frame, Low Rise PGA 11 0.64 14 0.64 23 0.64 39 0.64
S2MP Steel Brace Frame, Mid Rise PGA 10 0.64 14 0.64 28 0.64 47 0.64
S2HP Steel Brace Frame, High Rise PGA 9 0.64 13 0.64 29 0.64 50 0.64
S3P Steel Light Frame PGA 8 0.64 10 0.64 16 0.64 30 0.64
S4LP Steel Frame Shear Wall, Low Rise PGA 10 0.64 13 0.64 20 0.64 36 0.64
S4MP Steel Frame Shear Wall, Mid Rise PGA 9 0.64 13 0.64 25 0.64 43 0.64
S4HP Steel Frame Shear Wall, High Rise PGA 9 0.64 14 0.64 27 0.64 47 0.64
S5LP Steel Frame Unreinforced Wall, Low Rise PGA 11 0.64 14 0.64 22 0.64 37 0.64
S5MP Steel Frame Unreinforced Wall, Mid Rise PGA 9 0.64 14 0.64 28 0.64 43 0.64
S5HP Steel Frame Unreinforced Wall, High Rise PGA 8 0.64 14 0.64 29 0.64 46 0.64
C1LP Concrete Moment Frame, Low Rise PGA 10 0.64 12 0.64 21 0.64 36 0.64
C1MP Concrete Moment Frame, Mid Rise PGA 9 0.64 13 0.64 26 0.64 43 0.64
C1HP Concrete Moment Frame, High Rise PGA 8 0.64 12 0.64 21 0.64 35 0.64
C2LP Concrete Shear Wall, Low Rise PGA 11 0.64 15 0.64 24 0.64 42 0.64
C2MP Concrete Shear Wall, Mid Rise PGA 10 0.64 15 0.64 30 0.64 50 0.64
C2HP Concrete Shear Wall, High Rise PGA 9 0.64 15 0.64 31 0.64 52 0.64
C3LP Concrete Unreinforced Wall, Low Rise PGA 10 0.64 14 0.64 21 0.64 35 0.64
C3MP Concrete Unreinforced Wall, Mid Rise PGA 9 0.64 14 0.64 25 0.64 41 0.64
C3HP Concrete Unreinforced Wall, High Rise PGA 8 0.64 13 0.64 27 0.64 43 0.64
PC1P Precast Concrete Tiltup Wall PGA 11 0.64 14 0.64 21 0.64 35 0.64
PC2LP Precast Concrete Frames, Low Rise PGA 10 0.64 13 0.64 19 0.64 35 0.64
PC2MP Precast Concrete Frames, Mid Rise PGA 9 0.64 13 0.64 24 0.64 42 0.64
PC2HP Precast Concrete Frames, High Rise PGA 9 0.64 13 0.64 25 0.64 43 0.64
RM1LP Reinforced Masonry with Wood, Low Rise PGA 13 0.64 16 0.64 24 0.64 43 0.64
RM1MP Reinforced Masonry with Wood, Mid Rise PGA 11 0.64 15 0.64 28 0.64 50 0.64
RM2LP Reinforced Masonry with Precast Concrete, Low Rise PGA 12 0.64 15 0.64 22 0.64 41 0.64
RM2MP Reinforced Masonry with Precast Concrete, Mid Rise PGA 10 0.64 14 0.64 26 0.64 47 0.64
RM2HP Reinforced Masonry with Precast Concrete, High Rise PGA 9 0.64 13 0.64 27 0.64 50 0.64
URMLP Unreinforced Masonry, Low Rise PGA 13 0.64 17 0.64 26 0.64 37 0.64
URMMP Unreinforced Masonry, Mid Rise PGA 9 0.64 13 0.64 21 0.64 38 0.64
MHP Mobile Homes PGA 8 0.64 11 0.64 18 0.64 34 0.64

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