Gap Opening Angle, θ g (rad) Positive Bending Negative Bending

Specimen 3

Specimen 4

圖3.36 試體 3 及試體 4 剛體旋轉角與層間側位移角關係

S5 S7 S8 S9

S10 S11 S12

（a）Strain Gauge Location（Top Flange） （b）Strain Gauge Location（Bottom Flange）

-0.4 -0.2 0 0.2 0.4

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-2 Normalized Strain-1 0 1 2

-0.4 -0.2 0 0.2 0.4

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-2 Normalized Strain-1 0 1 2

（c）Strian Gauge S5 （d）Strain Gauge S8

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-2 Normalized Strain-1 0 1 2

-0.4 -0.2 0 0.2 0.4

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-2 Normalized Strain-1 0 1 2

（e）strain Gauge S9 （f）Strain Gauge S10

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-2 Normalized Strain-1 0 1 2

-0.4 -0.2 0 0.2 0.4

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-2 Normalized Strain-1 0 1 2

（g）strain Gauge S11 （h）Strain Gauge S12

圖3.37 試體 4 梁端彎矩與梁翼板應變關係

0 400 800 1200 Distance From Column Face (mm)

-0.2 -0.15 -0.1 -0.05 0

S tr ai n ( % )

0 0.5 1 1.5 2

L_b/d_b

-1 -0.75 -0.5 -0.25 0

No rma li ze d S tr ai n

S5 S7 S8 S9

0.5%

1%2%

3%4%

（a）Top Flange

0 400 800 1200

Distance From Column Face (mm) -0.2

-0.15 -0.1 -0.05 0

S tr ai n ( % )

0 0.5 1 1.5 2

L_b/d_b

-1 -0.75 -0.5 -0.25 0

No rma li ze d S tr ai n

S10 S11 S12

0.5%

1%2%

3%4%

（b）Bottom Flange

圖3.38 試體 4 梁翼板內側應變沿梁身分佈關係

0 400 800 1200 Distance From Column Face (mm)

-0.1 -0.05 0 0.05 0.1

S tr ai n ( % )

0 0.5 1 1.5 2

L_b/d_b

-0.5 -0.25 0 0.25 0.5

No rma li ze d S tr ai n

Specimen 3 Specimen 4

Positive Bending Negative Bending

（a）θ=0.0075 rad

0 400 800 1200

Distance From Column Face (mm) -0.2

-0.1 0 0.1 0.2

S tr ai n ( % )

0 0.5 1 1.5 2

L_b/d_b

-1 -0.5 0 0.5 1

No rma li ze d S tr ai n

Specimen 3

Specimen 4 Positive Bending Negative Bending

（b）θ=0.03 rad

0 400 800 1200 Distance From Column Face (mm)

-0.1 -0.05 0 0.05 0.1

S tr ai n ( % )

0 0.5 1 1.5 2

L_b/d_b

-0.5 -0.25 0 0.25 0.5

No rma li ze d S tr ai n

Specimen 3

Specimen 4 Positive Bending Negative Bending

（a）θ=0.0075 rad

0 400 800 1200

Distance From Column Face (mm) -0.2

-0.1 0 0.1 0.2

S tr ai n ( % )

0 0.5 1 1.5 2

L_b/d_b

-1 -0.5 0 0.5 1

No rma li ze d S tr ai n

Specimen 3

Specimen 4 Positive Bending Negative Bending

（b）θ=0.03 rad

圖 3.40 試體 3 與試體 4 梁上翼板內側應變沿梁身分佈關係

S31 S32 S33

S27 S34 S35 S36

S26

（a）Strain Gauge Location

-0.4 0 0.4 0.8 1.2 1.6 2

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0Normalized Strain2 4 6 8

-0.4 0 0.4 0.8 1.2 1.6 2

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0Normalized Strain2 4 6 8

（b）Strain Gauge S28 （c）Strain Gauge S29

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1Normalized Strain0 1

-0.4 0 0.4 0.8 1.2 1.6 2

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0Normalized Strain2 4 6 8

（d）Strain Gauge S30 （e）Strain Gauge S34

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1Normalized Strain0 1

-0.4 -0.2 0 0.2 0.4

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1Normalized Strain0 1

（b）Strain Gauge S35 （c）Strain Gauge S36 圖3.41 試體 4 梁端彎矩與樓板內鋼筋應變關係

-800 -400 0 400 800 Distance From Column Face (mm)

-0.4

S26 S27 S28 S29 S30

S25

（a）Positive Bending

-800 -400 0 400 800

Distance From Column Face (mm) -0.4

S26 S27 S28 S29 S30

S25

（b）Negative Bending

圖3.42 試體 4 樓版內鋼筋應變沿小梁軸向分佈關係

-2000-1600-1200 -800 -400 0 400 800 1200 1600 2000 Distance From Column Face (mm)

0

S33 S27 S34 S35 S36

S31

（a）Positive Bending

-2000-1600-1200 -800 -400 0 400 800 1200 1600 2000 Distance From Column Face (mm)

0

S33 S27 S34 S35 S36

S31

（b）Negative Bending

圖3.43 試體 4 樓版內鋼筋應變沿鋼梁軸向分佈關係

-1200 -800 -400 0 400 800 1200 Distance From Column Center (mm)

0 0.1 0.2 0.3

S tr ai n ( % )

0 0.5 1 1.5

No rma li ze d S tr ai n

S44 S45 S47 S49

0.5%0.75%

1%

2%

S46 S48

（a）Specimen 2

-800 -400 0 400 800

Distance From Column Face (mm) 0

0.1 0.2 0.3

S tr ai n ( % )

0 0.5 1 1.5

No rma li ze d S tr ai n

0.5%0.75%

1%

2%

S26 S27 S28 S29 S30 S25

（b）Specimen 4

圖3.44 試體 2 與試體 4 樓版內鋼筋應變沿小梁軸向分佈關係

S38S39

（a）Strain Gauge Location

-0.2 0 0.2 0.4 0.6 0.8 1

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0Normalized Strain1 2 3

-0.2 0 0.2 0.4 0.6 0.8

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0Normalized Strain1 2

（b）Strain Gauge S37 （c）Strain Gauge S38

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0Normalized Strain1 2 3

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0Normalized Strain1 2 3

（d）Strain Gauge S39 （e）Strain Gauge S40

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0 Normalized Strain2 4

0 0.4 0.8 1.2 1.6 2

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0Normalized Strain1 2 3

（f）Strain Gauge S41 （g）Strain Gauge S65 圖3.45 試體 4 梁端彎矩與樓版內鋼絲網應變關係

-0.4 -0.2 0 0.2 0.4

Moment (x1000 kN-m)

-1

-1 Normalized Strain-0.5 0 0.5 1

-0.2 0 0.2 0.4 0.6 0.8

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0Normalized Strain1 2

（i）Strain Gauge S42 （j）Strain Gauge S44

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1 Normalized Strain-0.5 0 0.5 1

-0.4 -0.2 0 0.2 0.4

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1 Normalized Strain-0.5 0 0.5 1

（k）Strain Gauge S48 （l）Strain Gauge S49

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1 Normalized Strain-0.5 0 0.5 1

0 0.4 0.8 1.2 1.6

Moment (x1000 kN-m)

-1 0 1

M/Mnp

0 Normalized Strain2 4

（m）Strain Gauge S50 （n）Strain Gauge S52

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1 Normalized Strain-0.5 0 0.5 1

-0.4 -0.2 0 0.2 0.4

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1 Normalized Strain-0.5 0 0.5 1

（o）Strain Gauge S53 （p）Strain Gauge S54

圖 3.45 試體 4 梁端彎矩與樓版內鋼絲網應變關係（續）

400 500 600 700 800 900 1000 Distance From Column Face (mm)

0 0.4 0.8 1.2 1.6 2

S tr ai n ( % )

0 2 4 6

No rma li ze d S tr ai n

0.5%

0.75%

1%

1.5%

2%

S37 S38 S39 S40 S41 S65

（a）Positive Bending

400 500 600 700 800 900 1000 Distance From Column Face (mm)

0 0.4 0.8 1.2 1.6 2

S tr ai n ( % )

0 2 4 6

No rma li ze d S tr ai n

0.5%

0.75%

1%

1.5%

2%

S37 S38 S39 S40 S41 S65

（b）Negative Bending

圖3.46 試體 4 樓版內鋼絲網應變沿小梁軸向分佈關係

400 500 600 700 800 900 1000 Distance From Column Face (mm)

0 0.4 0.8 1.2 1.6

S tr ai n ( % )

0 2 4

No rma li ze d S tr ai n

0.5% 1%

2%

3%

4%

S42 S43 S44 S45 S46 S66

（a）Positive Bending

400 500 600 700 800 900 1000 Distance From Column Face (mm)

0 0.4 0.8 1.2 1.6

S tr ai n ( % )

0 2 4

No rma li ze d S tr ai n

0.5% 1%

2%

3%

4%

S42 S43 S44 S45 S46 S66

（b）Negative Bending

圖3.47 試體 4 樓版內鋼絲網應變沿小梁軸向分佈關係

-1200 -800 -400 0 400 800 1200 Distance From Column Face (mm)

-0.2

S48 S42 S37 S49 S50

（a）Positive Bending

-1200 -800 -400 0 400 800 1200 Distance From Column Face (mm)

-0.2

S48 S42 S37 S49 S50

（b）Negative Bending

圖3.48 試體 4 樓版內鋼絲網應變沿鋼梁軸向分佈關係

-1200 -800 -400 0 400 800 1200 Distance From Column Face (mm)

-0.2

S51 S52 S44 S39 S53 S54

（a）Positive Bending

-1200 -800 -400 0 400 800 1200 Distance From Column Face (mm)

-0.2

S51 S52 S44 S39 S53 S54

（b）Negative Bending

圖3.49 試體 4 樓版內鋼絲網應變沿鋼梁軸向分佈關係

550 600

600 550

S64 S63 S60 S55 S61 S62

（a）Strain Gauge Location

-0.8 -0.4 0 0.4 0.8

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1Normalized Strain0 1

-0.8 -0.4 0 0.4 0.8

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1Normalized Strain0 1

（b）Strain Gauge S55 （c）Strain Gauge S60

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1Normalized Strain0 1

-0.8 -0.4 0 0.4 0.8

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-1Normalized Strain0 1

（d）Strain Gauge S61 （e）Strain Gauge S62

圖3.50 試體 4 梁端彎矩與樓板內鋼承板應變關係

-1200 -800 -400 0 400 800 1200 Distance From Column Face (mm)

-0.2 0 0.2 0.4 0.6 0.8 1 1.2

S tr ai n ( % )

0.5%

1%

2%

3%

4%

Wire Mesh Metal Deck

（a）Positive Bending

-1200 -800 -400 0 400 800 1200 Distance From Column Face (mm)

-0.2 0 0.2 0.4 0.6 0.8 1 1.2

S tr ai n ( % )

0.5%

1%

2%

3%

4%

Wire Mesh Metal Deck

（b）Negative Bending

圖3.51 試體 4 樓版內鋼絲網及鋼承板應變沿鋼梁軸向分佈關係

-150 -100 -50 0 50 100 150

Interstory Drift (%)

-1

Interstory Drift (%)

-1

0.75 1 1.5 2 3 4 Interstory Drift (%)

0 200 400 600 800 1000

Mo m en t ( kN- m )

Strands RFPs Bearing Test

圖4.3 試體 1 彎矩貢獻量

0.75 1 1.5 2 3 4

Interstory Drift (%) 0

200 400 600 800 1000

Mo m en t ( kN- m )

Strands RFPs Bearing Test

圖4.4 試體 1 彎矩貢獻量

0.5 0.75 1 2 3

0.5 0.75 1 2 3

Interstory Drift (%) 0

5 10 15 20

RF P D ef or ma tio n ( m m)

Specimen 1

Specimen 2 (Negative Bending) Specimen 2 (Positive Bending) Test

Analysis

圖 4.5 削切鋼板伸長量

Specimen 1

Specimen 2 (Negative Bending) Specimen 2 (Positive Bending)

0.5 0.75 1 2 3

0.5 0.75 1 2 3

Interstory Drift (%) 0

1 2 3 4 5

RFP Defo rma tion (mm)

TestAnalysis

圖 4.6 削切鋼板壓縮量

0.75 1 1.5 2 3 4

0.75 1 1.5 2 3 4

Interstory Drift (%) 0

200 400 600 800 1000

Mo m en t ( kN- m )

Strands RFPsBearing Test

（a）Positive bending

0.75 1 1.5 2 3 4

0.75 1 1.5 2 3 4

Interstory Drift (%) 0

200 400 600 800 1000

Mo m en t ( kN- m )

Strands RFPsBearing Test

（b）Negative Bending 圖4.7 試體 3 彎矩貢獻量

-150 -100 -50 0 50 100 150 Beam Delection (mm)

-800

Interstory Drift (%)

-1 Beam Delection (mm)

-800

Interstory Drift (%)

-1

0.5 0.75 1 2 3 Interstory Drift (%)

0 5 10 15 20 25

RFP Defo rma tion (mm)

Specimen 3 (4 mm) Specimen 3 (8 mm) Specimen 4 (4 mm) Specimen 4 (8 mm)

Test Analysis

圖4.10 削切鋼板伸長量

0.5 0.75 1 2 3

Interstory Drift (%) 0

5 10

RFP Defo rma tion (mm)

Specimen 3 (4 mm) Specimen 3 (8 mm) Specimen 4 (4 mm) Specimen 4 (8 mm)

Test Analysis

圖4.11 削切鋼板壓縮量

0.75 1 2 3 4

0.75 1 2 3 4

Interstory Drift (%) 0

100 200 300 400 500

Decomp ress ion Momen t ( kN-m)

Specimen 1 Specimen 2 Specimen 3 Specimen 4

(a) Positive Bending

0.75 1 2 3 4

0.75 1 2 3 4

Interstory Drift (%) 0

100 200 300 400 500

Decomp ression Momen t ( kN-m)

Specimen 1 Specimen 2 Specimen 3 Specimen 4

(b) Negative Bending

圖4.12 試體分離彎矩與層間側位移角間關係

T^l,in

T^u,in Τ^u,in

Τ^l,in

εf

d^t

d^con

（a）Post-tensioning State

T^wire C^wire

C^RFP

T^RFP

T^deck C^deck

C

C^RFP T^l,in

T^u,in T^RFP C^con

T^l,in T^u,in

V^br V^bl

M^cu V^cu

M^cl V^cl

2

εd

x2

xc2

c2

（b）Before Decompression （Positive Bending）

圖4.13 試體 2 自由體圖

C^wire

（c）Before Decompression （Negative Bending）

C^RFP

0 4 8 12

(a) Reinforcement

0 1 2 3 4

-1000 -500 0 500 1000 Distance From Column Center (mm)

0 0.1 0.2 0.3 0.4

S tr ai n ( % )

0 0.5 1 1.5

No rma li ze d S tr ai n

0.5%

1%2%

3%

TestAnalysis

S51 S52 S46 S53

圖4.15 試體 2 鋼筋應變

0 0.5 0.75 1 1.5 2 3 Interstory Drift (%) 0

200 400 600

Di st an ce F ro m B eam B ot tom F ac e ( m m)

Test Analysis

Positive Bending Negative Bending

圖4.16 試體 2 中性軸位置與層間側位移角關係

0 0.375 0.5 0.75 1 1.5 2 3 Interstory Drift (%)

0 0.01 0.02 0.03 0.04 0.05

Gap Op en in g An gl e, θ

g

(r ad )

Test

Analysis Positive Bending

Negative Bending

圖4.17 試體 2 剛體旋轉角與層間側位移角關係

-120 -80 -40 0 40 80 120

Beam Deflection (mm) -800

-600 -400 -200 0 200 400 600 800

Mo m en t ( kN- m )

-4 -3 -2 -1 0 1 2 3 4

Interstory Drift (%)

-1 -0.5 0 0.5 1

M/ M

np

TestAnalysis

圖4.18 試體 2 梁端彎矩與梁端位移關係

0.75 1 1.5 2 3

0.75 1 1.5 2 3

Interstory Drift (%) 0

200 400 600 800 1000

Mo m en t ( kN- m )

Strands RFPsWire Mesh Reinforcement

DeckBearing Concrete Test

（a）Positive bending

0.75 1 1.5 2 3

0.75 1 1.5 2 3

Interstory Drift (%) 0

200 400 600 800 1000

Mo m en t ( kN- m )

Strands RFPsWire Mesh Reinforcement

Deck Bearing Test

（b）Negative Bending 圖4.19 試體 2 彎矩貢獻量

T^l,in

T^u,in Τ^u,in

Τ^l,in

εf

d^t

d^con

（a）Post-tensioning State

T^wire C^wire

C^RFP

T^RFP

T^deck C^deck

C

C^RFP T^l,in

T^u,in T^RFP C^con

T^l,in T^u,in

V^br V^bl

M^cu V^cu

M^cl V^cl

2

εd

x2

xc2

c2

（b）Before Decompression （Positive Bending）

圖4.20 試體 2 自由體圖

C^wire

（c）Before Decompression （Negative Bending）

C^RFP

-1000 -500 0 500 1000 Distance From Column Center (mm)

0 0.1 0.2 0.3 0.4 0.5

S tr ai n ( % )

0 0.5 1 1.5 2

No rma li ze d S tr ai n

0.5%

1%2%

3%

TestAnalysis

S51 S52 S46 S53

圖4.21 試體 2 鋼筋應變

0 0.5 0.75 1 1.5 2 3 Interstory Drift (%) 0

200 400 600

Di st an ce F ro m B eam B ot tom F ac e ( m m)

Test Analysis

Positive Bending Negative Bending

圖4.22 試體 2 中性軸位置與層間側位移角關係

0 0.375 0.5 0.75 1 1.5 2 3 Interstory Drift (%)

0 0.01 0.02 0.03 0.04 0.05

Gap Op en in g An gl e, θ

g

(r ad )

Test

Analysis Positive Bending

Negative Bending

圖4.23 試體 2 剛體旋轉角與層間側位移角關係

-120 -80 -40 0 40 80 120

Beam Deflection (mm) -800

-600 -400 -200 0 200 400 600 800

Mo m en t ( kN- m )

-4 -3 -2 -1 0 1 2 3 4

Interstory Drift (%)

-1 -0.5 0 0.5 1

M/ M

np

Test Analysis

圖4.24 試體 2 梁端彎矩與梁端位移關係

0.75 1 1.5 2 3

0.75 1 1.5 2 3

Interstory Drift (%) 0

200 400 600 800 1000

Mo m en t ( kN- m )

Strands RFPsWire Mesh Reinforcement

DeckBearing Concrete Test

（a）Positive bending

0.75 1 1.5 2 3

0.75 1 1.5 2 3

Interstory Drift (%) 0

200 400 600 800 1000

Mo m en t ( kN- m )

Strands RFPsWire Mesh Reinforcement

Deck Bearing Test

（b）Negative Bending 圖4.25 試體 2 彎矩貢獻量

0.75 1 1.5 2 3 4

0.75 1 1.5 2 3 4

Interstory Drift (%) 0

200 400 600 800 1000

Mo m en t ( kN- m )

Strands RFPs

DeckBearing Wire Mesh

Reinforcement Test

（a）Positive bending

0.75 1 1.5 2 3 4

0.75 1 1.5 2 3 4

Interstory Drift (%) 0

200 400 600 800 1000

Mo m en t ( kN- m )

Strands

RFPs Deck

Bearing Wire Mesh

Reinforcement

Test

（b）Negative Bending 圖4.26 試體 4 彎矩貢獻量

-0.08 -0.04 0 0.04 0.08

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-0.2Normalized Strain0 0.2

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-0.2Normalized Strain0 0.2

Strain Gauge S33 Strain Gauge S34 (a) Reinforcement

-0.2 -0.1 0 0.1 0.2

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-0.4Normalized Strain0 0.4

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-0.4Normalized Strain0 0.4

Strain Gauge S38 Strain Gauge S65

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-0.4Normalized Strain0 0.4

Moment (x1000 kN-m)

-1 0 1

M/Mnp

-0.4Normalized Strain0 0.4

Strain Gauge S55 Strain Gauge S60 (c) Metal Deck

圖4.27 試體 4 鋼絲網、鋼筋及鋼承板應變與梁端彎矩間關係

T^l,in

T^u,in Τ^u,in

Τ^l,in

εf

（a）Post-tensioning State

T^wire C^wire

C^RFP

T^RFP

T^deck C^deck

C

CRFP

T^l,in T^u,in T^RFP T^l,in

T^u,in

V^br V^bl

M^cu V^cu

M^cl V^cl

2

εd

x2

xc2

c2

（b）Before Decompression （Positive Bending）

圖4.28 試體 4 自由體圖

C^wire

（c）Before Decompression （Negative Bending）

C^RFP

-1200 -800 -400 0 400 800 1200 Distance From Column Face (mm)

0 0.4 0.8 1.2 1.6

S tr ai n ( % )

0 1 2 3 4

No rma li ze d S tr ai n

0.75%

1%

1.5% 2%

Test Analysis

S48 S42 S37 S49 S50

圖4.29 試體 4 鋼絲網應變

-1200 -800 -400 0 400 800 1200 Distance From Column Face (mm)

0 0.2 0.4 0.6

S tr ai n ( % )

0 0.5 1 1.5

No rma li ze d S tr ai n

0.75%

1%

1.5%

2%

TestAnalysis

S60 S55 S61 S62

圖4.30 試體 4 鋼承板應變

-2000-1600-1200 -800 -400 0 400 800 1200 1600 2000 Distance From Column Face (mm)

0 0.4 0.8 1.2 1.6 2

S tr ai n ( % )

0 1 2 3 4 5 6 7 8

No rma li ze d S tr ai n

0.75%

1%

1.5% 2%

3%

4%

Test Analysis

S31 S33 S27 S34 S35 S36

圖4.31 試體 4 鋼筋應變

0.375 0.5 0.75 1 1.5 2 3 4 Interstory Drift (%)

0 0.01 0.02 0.03 0.04 0.05

Gap Op en in g An gl e, θ

g

(r ad )

Positive Bending Negative Bending Test

Analysis

圖4.32 試體 4 剛體旋轉角與層間側位移角間關係

0 0.75 1 1.5 2 3 4 Interstory Drift (%) 0

200 400 600

Di st an ce F ro m B eam B ot tom F ac e ( m m)

TestAnalysis

Positive Bending Negative Bending

圖4.33 試體 4 中性軸位置與層間側位移角間關係

-120 -80 -40 0 40 80 120 Beam Deflection (mm)

-1200 -800 -400 0 400 800 1200

M ome nt ( kN -m)

-4 -3 -2 -1 0 1 2 3 4

Interstory Drift (%)

-1.5 -1 -0.5 0 0.5 1 1.5

M/ M

np

TestAnalysis

A C B

E D

圖4.34 試體 4 梁端彎矩與梁端位移間關係

0.75 1 1.5 2 3 4 0.75 1 1.5 2 3 4

Interstory Drift (%) 0

Interstory Drift (%) 0

Interstory Drift (%) 0

Interstory Drift (%) 0

（b）Negative Bending

Strands

T^l,in

T^u,in Τ^u,in

Τ^l,in

εf

（a）Post-tensioning State

T^wire C^wire

C^RFP

T^RFP

T^deck C^deck

C

C^RFP T^l,in

T^u,in T^RFP T^l,in

T^u,in

V^br V^bl

M^cu V^cu

M^cl V^cl

2

εd

x2

xc2

c2

（b）Before Decompression （Positive Bending）

圖4.36 試體 4 自由體圖

C^wire

（c）Before Decompression （Negative Bending）

C^RFP

-1200 -800 -400 0 400 800 1200 Distance From Column Face (mm)

0

S48 S42 S37 S49 S50

圖4.37 試體 4 鋼絲網應變

-1200 -800 -400 0 400 800 1200 Distance From Column Face (mm)

0

S60 S55 S61 S62

圖4.38 試體 4 鋼承板應變

-2000-1600-1200 -800 -400 0 400 800 1200 1600 2000 Distance From Column Face (mm)

0 0.2 0.4 0.6

S tr ai n ( % )

0 1 2

No rma li ze d S tr ai n

0.75%

1%

1.5% 2%

TestAnalysis

S31 S33 S27 S34 S35 S36

圖4.39 試體 4 鋼筋應變

0.375 0.5 0.75 1 1.5 2 3 4 Interstory Drift (%)

0 0.01 0.02 0.03 0.04 0.05

Gap Op en in g An gl e, θ

g

(r ad )

Positive Bending Negative Bending Test

Analysis

圖4.40 試體 4 剛體旋轉角與層間側位移角間關係

0 0.75 1 1.5 2 3 4 Interstory Drift (%) 0

200 400 600

Di st an ce F ro m B eam B ot tom F ac e ( m m)

TestAnalysis

Positive Bending Negative Bending

圖4.41 試體 4 中性軸位置與層間側位移角間關係

-120 -80 -40 0 40 80 120 Beam Deflection (mm)

-1200 -800 -400 0 400 800 1200

M ome nt ( kN -m)

-4 -3 -2 -1 0 1 2 3 4

Interstory Drift (%)

-1.5 -1 -0.5 0 0.5 1 1.5

M/ M

np

TestAnalysis

B A C

E D

0.75 1 1.5 2 3 4 0.75 1 1.5 2 3 4

Interstory Drift (%) 0

Interstory Drift (%) 0

（a）Positive bending

0.75 1 1.5 2 3 4 0.75 1 1.5 2 3 4

Interstory Drift (%)

2000

Interstory Drift (%)

2000 400600 1000800 1200

Moment (kN-m)

（b）Negative Bending

Strands

540

510 220 =100

80

o

=370 L

R

m

b

（a）Specimen 1

220

=450

=120

80

LR

m

b

630

810

o

（b）Specimen 3

圖4.44 削切鋼板尺寸

（a）Specimen 1

（b）Specimen 3

圖4.45 削切鋼板結構模型網格

-20 -10 0 10 20 Displacement (mm)

-600 -400 -200 0 200 400 600

Fo rce ( kN)

ABAQUS Model Analysis

圖4.46 試體 1 削切鋼板之力量－位移比較

-20 -10 0 10 20

Displacement (mm) -600

-400 -200 0 200 400 600

Fo rce ( kN)

ABAQUS Model Analysis

圖4.47 試體 3 削切鋼板之力量－位移比較

圖4.48 試體 3 整體模型

-150 -100 -50 0 50 100 150 Beam Deflection (mm)

800 1200 1600 2000

S tr an d Fo rce ( kN)

-4 -2 0 2 4

Interstory Drift (%)

0.2 0.3 0.4

No rma liz ed Fo rce

Test

ABAQUS Model Analysis 1

Analysis 2

圖4.49 試體 3 鋼腱預力與梁端位移關係

（a）Post-tension State

（b）2% Drift

圖4.50 試體 3 梁柱接頭應力變化

（a）Longitudinal Stress Contour

0 400 800 1200 1600 2000 Distance From Column Face (mm)

-0.3 -0.2 -0.1 0

Fo rce ( kN)

0 1 2 3 4

L_b/d_b

-1.5 -1 -0.5 0

No rma li ze d S tr ai n

Specimen 3 Test Specimen 4 Test Specimen 3 Model Specimen 4 Model S13

S14 S12

S10

S11

S12

（b）Flange Strain along Beam Length 圖4.51 試體 3 及試體 4 梁翼板應力沿梁身分佈

（a） Web Stress Contour

0 400 800 1200 1600 2000 Distance From Column Face (mm)

-0.3 -0.2 -0.1 0 0.1

Fo rce ( kN)

0 1 2 3 4

L_b/d_b

-1.5 -1 -0.5 0

No rma li ze d S tr ai n

Specimen 3 Test Specimen 4 Test Specimen 3 Model Specimen 4 Model

S2 S4

R3-1

R5-1 R3-1 S2 R10-1

（b）Web Strain along Beam Length

圖4.52 試體 3 及試體 4 梁腹板應力沿梁身分佈

圖4.53 試體 4 樓版透視圖

38.5 mm

71 mm

213 mm 231 mm

2

2

2

2

圖4.54 試體 4 樓版分析模擬剖面圖

圖4.55 試體 4 整體模型

-150 -100 -50 0 50 100 150 Beam Deflection (mm)

-1200 -800 -400 0 400 800 1200

M ome nt ( kN -m)

-4 -2 0 2 4

Interstory Drift (%)

-1.5 -1 -0.5 0 0.5 1 1.5

M/ M

np

TestABAQUS Model B A

圖4.56 試體 4 梁端彎矩與梁端位移關係

-150 -120 -90 -60 -30 0 30 60 90 120 150 Beam Deflection (mm)

800 1200 1600 2000

S tr an d Fo rce ( kN)

-5 -4 -3 -2 -1 0 1 2 3 4 5 Interstory Drift (%)

0.2 0.3 0.4

No rma lize d Fo rce

TestABAQUS Model

圖4.57 試體 4 鋼腱預力與位移關係

（a）Post-tension State

（b） 2% Drift

圖4.58 試體 4 梁柱接頭應力變化

圖 4.59 試體 4 梁翼板應力沿梁身分佈

圖 4.60 試體 4 梁腹板應力沿梁身分佈

-3000 -2000 -1000 0 1000 2000 3000 Distance From Column Centerline (mm)

-0.2

TestABAQUS Model

S33 S36

S31 S27 S34 S35

圖4.61 試體 4 鋼筋應變（θ=0.02 rad）

-3000 -2000 -1000 0 1000 2000 3000 Distance From Column Centerline (mm)

-0.2

TestABAQUS Model

S37 S49 S50 S48 S42

圖 4.62 試體 4 鋼絲網應變（θ=0.02 rad）

在文檔中 含混凝土樓版之預力抗彎接頭的反覆載重行為 (頁 139-200)