1 2 3
-0.4 -0.2 0 0.2 0.4
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
(b) Strain Gauge R1-1 (c) Strain Gauge R2-1
(d) Strain Gauge R3-1 (e) Strain Gauge R4-1 (a) Strain Gauge Location
圖3.17 試體 IFS1 彎矩與加勁板應變關係
-0.4 -0.2 0 0.2 0.4 Strain (%)
-4
Normalized Strain
-2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
(f) Strain Gauge R5-1 (g) Strain Gauge R6-1
(h) Strain Gauge R7-1 (i) Strain Gauge R8-1
圖3.18 試體 IFS1 彎矩與加勁板應變關係 (續)
-350 -175 0 175 350 Distance from Beam Web Ceterline (mm)
-0.4 -0.2 0 0.2 0.4
Strain (%)
-2 -1 0 1 2
Normalized Strain
(a) Negative Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
-350 -175 0 175 350
Distance from Beam Web Ceterline (mm) -0.4
-0.2 0 0.2 0.4
Strain (%)
-2 -1 0 1 2
Normalized Strain
(b) Positive Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
! 0.5% $ 1% (2%
+ 3% - 4%
! 0.5% $ 1% ( 2%
+ 3% - 4%
圖3.19 試體 IFS1 加勁板應變分佈
-350 -175 0 175 350 Distance from Beam Web Ceterline (mm)
-500
Stress (MPa)
-1 -0.5 0 0.5 1
Normalized Stress
(a) Negative Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
-350 -175 0 175 350
Distance from Beam Web Ceterline (mm) -500
Stress (MPa)
-1 -0.5 0 0.5 1
Normalized Stress
(b) Positive Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
! 0.5% $ 1% (2%
+ 3% - 4%
! 0.5% $ 1% ( 2%
+ 3% - 4%
圖3.20 試體 IFS1 加勁板應力分佈
60 4@46
S10~14
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -2
(b) Strain Gauge S10
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -2
Strain (%) -4 Normalized Strain
-2
Strain (%) -4 Normalized Strain
-2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -2
(c) Strain Gauge S11 (d) Strain Gauge S12
(e) Strain Gauge S13 (f) Strain Gauge S14 (a) Strain Gauge Location
圖3.21 試體 IFS2 彎矩與上翼板沿梁縱向之應變關係
-2 -1 0 1 2 Strain (%)
-4 -2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -2
(b) Strain Gauge S1
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain
-2
Strain (%) -4 Normalized Strain
-2
Strain (%) -4 Normalized Strain
-2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -2
S1~5 4@46
(c) Strain Gauge S2 (d) Strain Gauge S3
(e) Strain Gauge S4 (f) Strain Gauge S5
(a) Strain Gauge Location
圖3.22 試體 IFS2 彎矩與下翼板沿梁縱向之應變關係
-127 -63.5 0 63.5 127 Distance from Beam Ceterline (mm) -2
-1 0
Strain (%)
Bottom Flange
-9 -6 -3 0
Nomalized Strain
(a) Negative Bending
-127 -63.5 0 63.5 127 Distance from Beam Ceterline (mm) 0
1 2
Strain (%)
Top Flange
0 3 6 9
Nomalized Strain
-127 -63.5 0 63.5 127 Distance from Beam Ceterline (mm) 0
1 2
Strain (%)
Bottom Flange
0 3 6 9
Nomalized Strain
(b) Positive Bending
-127 -63.5 0 63.5 127 Distance from Beam Ceterline (mm) -2
-1 0
Strain (%)
Top Flange
-9 -6 -3 0
Nomalized Strain
!0.5% $1% (2% +3% -4%
圖3.23 試體 IFS2 梁翼板縱向應變分佈圖
702
Strain (%) -4
Normalized Strain
-2
(b) Strain Gauge S12
-2 -1 0 1 2
Strain (%) -4 Normalized Strain
-2
Strain (%) -4
Normalized Strain
-2
Strain (%) -4 Normalized Strain
-2
Strain (%) -4 Normalized Strain
-2
(c) Strain Gauge S15 (d) Strain Gauge S16
(e) Strain Gauge S17 (f) Strain Gauge S18
(a) Strain Gauge Location
圖3.24 試體 IFS2 彎矩與上翼板沿梁橫向之應變關係
702
Strain (%) -4
Normalized Strain
-2
(b) Strain Gauge S3
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain
-2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain
-2
Strain (%) -4 Normalized Strain
-2
Strain (%) -4
Normalized Strain
-2
(c) Strain Gauge S6 (d) Strain Gauge S7
(e) Strain Gauge S8 (f) Strain Gauge S9
(a) Strain Gauge Location
圖3.25 試體 IFS2 彎矩與下翼板沿梁橫向之應變關係
0 200 400 600 800 Distance from Beam Ceterline (mm) -2
-1 0
Strain (%)
Bottom Flange
-9 -6 -3 0
Nomalized Strain
(a) Negative Bending
0 200 400 600 800
Distance from Beam Ceterline (mm) 0
1 2
Strain (%)
Top Flange
0 3 6 9
Nomalized Strain
0 200 400 600 800
Distance from Beam Ceterline (mm) 0
1 2
Strain (%)
Bottom Flange
0 3 6 9
Nomalized Strain
(b) Positive Bending
0 200 400 600 800
Distance from Beam Ceterline (mm) -2
-1 0
Strain (%)
Top Flange
-9 -6 -3 0
Nomalized Strain
!0.5% $1% (2% +3% -4%
圖3.26 試體 IFS2 梁翼板橫向應變分佈圖
-0.4 -0.2 0 0.2 0.4 Strain (%)
-4 -2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2 Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain
-2
(b) Strain Gauge R1-1 (c) Strain Gauge R2-1
(d) Strain Gauge R3-1 (e) Strain Gauge R4-1 (a) Strain Gauge Location
Bottom Stiffener Top Stiffener
R8
-0.4 -0.2 0 0.2 0.4 Strain (%)
-4
Normalized Strain
-2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -2
(f) Strain Gauge R5-1 (g) Strain Gauge R6-1
(h) Strain Gauge R7-1 (i) Strain Gauge R8-1
圖3.28 試體 IFS2 彎矩與加勁板應變關係 (續)
-350 -175 0 175 350 Distance from Beam Web Ceterline (mm)
-0.4 -0.2 0 0.2 0.4
Strain (%)
-2 -1 0 1 2
Normalized Strain
(a) Negative Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
-350 -175 0 175 350
Distance from Beam Web Ceterline (mm) -0.4
-0.2 0 0.2 0.4
Strain (%)
-2 -1 0 1 2
Normalized Strain
(b) Positive Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
! 0.5% $ 1% (2%
+ 3% - 4%
! 0.5% $ 1% ( 2%
+ 3% - 4%
圖3.29 試體 IFS2 加勁板應變分佈
-350 -175 0 175 350 Distance from Beam Web Ceterline (mm)
-500
Stress (MPa)
-1 -0.5 0 0.5 1
Normalized Stress
(a) Negative Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
-350 -175 0 175 350
Distance from Beam Web Ceterline (mm) -500
Stress (MPa)
-1 -0.5 0 0.5 1
Normalized Stress
(b) Positive Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
! 0.5% $ 1% (2%
+ 3% - 4%
! 0.5% $ 1% ( 2%
+ 3% - 4%
圖3.30 試體 IFS2 加勁板應力分佈
60 4@46
S10~14
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -1 0 1
M/Mnp
(b) Strain Gauge S10
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4 Normalized Strain
-1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4 Normalized Strain
-1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -1 0 1
M/Mnp
(c) Strain Gauge S11 (d) Strain Gauge S12
(e) Strain Gauge S13 (f) Strain Gauge S14 (a) Strain Gauge Location
圖3.31 試體 IFS3 彎矩與上翼板沿梁縱向之應變關係
-2 -1 0 1 2 Strain (%)
-4 -2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -1 0 1
M/Mnp
(b) Strain Gauge S1
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4 Normalized Strain
-1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4 Normalized Strain
-1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -1 0 1
M/Mnp
60
S1~5 4@46
(c) Strain Gauge S2 (d) Strain Gauge S3
(e) Strain Gauge S4 (f) Strain Gauge S5
(a) Strain Gauge Location
圖3.32 試體 IFS3 彎矩與下翼板沿梁縱向之應變關係
-127 -63.5 0 63.5 127 Distance from Beam Ceterline (mm) -2
-1 0
Strain (%)
Bottom Flange
-9 -6 -3 0
Nomalized Strain
(a) Negative Bending
-127 -63.5 0 63.5 127 Distance from Beam Ceterline (mm) 0
1 2
Strain (%)
Top Flange
0 3 6 9
Nomalized Strain
-127 -63.5 0 63.5 127 Distance from Beam Ceterline (mm) 0
1 2
Strain (%)
Bottom Flange
0 3 6 9
Nomalized Strain
(b) Positive Bending
-127 -63.5 0 63.5 127 Distance from Beam Ceterline (mm) -2
-1 0
Strain (%)
Top Flange
-9 -6 -3 0
Nomalized Strain
!0.5% $1% (2% +3% -4%
圖3.33 試體 IFS3 梁翼板縱向應變分佈圖
702
Strain (%) -4
Normalized Strain
-1 0 1
M/Mnp
(b) Strain Gauge S12
-2 -1 0 1 2
Strain (%) -4 Normalized Strain
-1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4
Normalized Strain
-1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4 Normalized Strain
-1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4 Normalized Strain
-1 0 1
M/Mnp
(c) Strain Gauge S15 (d) Strain Gauge S16
(e) Strain Gauge S17 (f) Strain Gauge S18
(a) Strain Gauge Location
圖3.34 試體 IFS3 彎矩與上翼板沿梁橫向之應變關係
702
Strain (%) -4 Normalized Strain
-1 0 1
M/Mnp
(b) Strain Gauge S3
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain -1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4
Normalized Strain
-1 0 1
M/Mnp
-2 -1 0 1 2
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -9 -6 -3 0 3 6 9Normalized Strain
-1 0 1
M/Mnp
(c) Strain Gauge S6 (d) Strain Gauge S7
(e) Strain Gauge S8 (f) Strain Gauge S9
(a) Strain Gauge Location
圖3.35 試體 IFS3 彎矩與下翼板沿梁橫向之應變關係
0 200 400 600 800 Distance from Beam Ceterline (mm) -2
-1 0
Strain (%)
Bottom Flange
-9 -6 -3 0
Nomalized Strain
(a) Negative Bending
0 200 400 600 800
Distance from Beam Ceterline (mm) 0
1 2
Strain (%)
Top Flange
0 3 6 9
Nomalized Strain
0 200 400 600 800
Distance from Beam Ceterline (mm) 0
1 2
Strain (%)
Bottom Flange
0 3 6 9
Nomalized Strain
(b) Positive Bending
0 200 400 600 800
Distance from Beam Ceterline (mm) -2
-1 0
Strain (%)
Top Flange
-9 -6 -3 0
Nomalized Strain
!0.5% $1% (2% +3% -4%
圖3.36 試體 IFS3 梁翼板橫向應變分佈圖
-0.4 -0.2 0 0.2 0.4 Strain (%)
-4 -2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain
-1 0 1
M/Mnp
-0.4 -0.2 0 0.2 0.4
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -1 0 1
M/Mnp
-0.4 -0.2 0 0.2 0.4
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -1 0 1
M/Mnp
-0.4 -0.2 0 0.2 0.4
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m)
-2 Normalized Strain-1 0 1 2
-1 0 1
M/Mnp
(b) Strain Gauge R1-1 (c) Strain Gauge R2-1
(d) Strain Gauge R3-1 (e) Strain Gauge R4-1 (a) Strain Gauge Location
Bottom Stiffener Top Stiffener
R8
-0.4 -0.2 0 0.2 0.4 Strain (%)
-4
Normalized Strain
-1 0 1
M/Mnp
-0.4 -0.2 0 0.2 0.4
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -1 0 1
M/Mnp
-0.4 -0.2 0 0.2 0.4
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -1 0 1
M/Mnp
-0.4 -0.2 0 0.2 0.4
Strain (%) -4
-2 0 2 4
Moment (<1000 kN-m) -2 -1 0 1 2Normalized Strain -1 0 1
M/Mnp
(f) Strain Gauge R5-1 (g) Strain Gauge R6-1
(h) Strain Gauge R7-1 (i) Strain Gauge R8-1
圖3.38 試體 IFS3 彎矩與加勁板應變關係 (續)
-350 -175 0 175 350 Distance from Beam Web Ceterline (mm)
-0.4 -0.2 0 0.2 0.4
Strain (%)
-2 -1 0 1 2
Normalized Strain
(a) Negative Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
-350 -175 0 175 350
Distance from Beam Web Ceterline (mm) -0.4
-0.2 0 0.2 0.4
Strain (%)
-2 -1 0 1 2
Normalized Strain
(b) Positive Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
! 0.5% $ 1% (2%
+ 3% - 4%
! 0.5% $ 1% ( 2%
+ 3% - 4%
圖3.39 試體 IFS3 加勁板應變分佈
-350 -175 0 175 350 Distance from Beam Web Ceterline (mm)
-500
Stress (MPa)
-1 -0.5 0 0.5 1
Normalized Stress
(a) Negative Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
-350 -175 0 175 350
Distance from Beam Web Ceterline (mm) -500
Stress (MPa)
-1 -0.5 0 0.5 1
Normalized Stress
(b) Positive Bending
R1-1 R2-1 R3-1 R4-1 R5-1 R6-1 R7-1 R8-1
! 0.5% $ 1% (2%
+ 3% - 4%
! 0.5% $ 1% ( 2%
+ 3% - 4%
圖3.40 試體 IFS3 加勁板應力分佈
-240 -160 -80 0 80 160 240
Beam Deflection (mm)
-4 -2 0 2 4
Mo m en t ( < 1000 kN- m )
-6 -4 -2 0 2 4 6
Interstory Drift (%)
! UR
$ IFS1 ( IFS2 + IFS3
圖 3.41 各試體彎矩與位移關係包絡線圖比較
-127 -63.5 0 63.5 127 Distance from Beam Ceterline (mm)
0 3 6 9 12
Strain (%)