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SAP2000

Version 10

, 2006

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SAP2000

.

http://www.eng.ucy.ac.cy/Archimedes/SAPV10.pdf

60/25 60/25

60/25 60/25

60/30 60/3060/30

1-

: =21 GPa

Poisson : =0.2

2- V4 15/3/06

1

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3-

- :

5.60 kN/m

1:

2:

- :.. 7.00 kN/m

- ... : 1.35G + 1.5Q- ... : 1.0G + 1.0Q

:

:

1..

2..

3..

2

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() :

- W,G + 0,3Q /g , :

W,G + 0,3Q : G + 0,3Q

- .

:

- () - constrain

8:

:

g = 0.16g

= 0.05

q = 2.5

2000 SPECTRA

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

1.1

1.2

1.3

1.4

1.5

1.6

1.7

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

2.2

2.4

2.6

2.8

3.0

3.2

3.4

3.6

3.8

4.0

T (sec)

SA

(%g)

4-

- 1.00G + 0.30Q +

:

- :

1.

- :

2. , (i) (ii)

.

3. .

3

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.

:

THESSALONIKA EARTHQUAKE

20:03:21, JUNE 20, 1978

Time [sec]

3029282726252423222120191817161514131211109876543210

Acceleration[m/sec2]

1.2

1

0.8

0.6

0.4

0.2

0

-0.2

-0.4

-0.6

-0.8

-1

:

1. 8.1 sec.

2. .

3. .

4. .

4

http://www.eng.ucy.ac.cy/petros/Earthquakes/Thessaloniki_City_HoVERT_Accelhttp://www.eng.ucy.ac.cy/petros/Earthquakes/Thessaloniki_City_HoVERT_Accel

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SAP2000 ,

,

.

.

.

. ,

.

. .

.

GIGO = Garbage n Garbage Out .

5

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SAP2000

.

S2K (

frame1.s2k) manual

CD-R .

SAP2000.

file Import

:

SYSTEM

DOF=UX,UY,UZ,RX,RY,RZ LENGTH=m FORCE=KN PAGE=SECTIONS

JOINT

1 X=0 Y=0 Z=0

2 X=2 Y=0 Z=0

3 X=1 Y=0 Z=0

RESTRAINT

ADD=1 DOF=U1,U2,U3,R1,R2,R3

ADD=2 DOF=U2,U3

MATERIAL

NAME=BETON IDES=N

T=0 E=2.8+07 U=0.2

FRAME SECTION

NAME=BEAM MAT=BETON SH=R T=.6,.25 A=.15 J=2.30675E-3 I=.0045,7.8125E-4 AS=.125,.125

FRAME

1 J=1,3 SEC=BEAM NSEG=4 ANG=0 JREL=R3

2 J=3,2 SEC=BEAM NSEG=4 ANG=0

LOAD

NAME=LOAD1 SW=0

TYPE=FORCE

ADD=3 UZ=-10

NAME=LOAD2 SW=0

TYPE=DIST

ADD=1 UZ=-5

COMBO

NAME=ALL

LOAD=LOAD1 SF=1

LOAD=LOAD2 SF=1

END

.S2K

6

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File Open

7

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SAP2000 v10 3D

-

**

SAP2000

-

,

.

8

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File New Model

, .

(grid)

(grid),, .

:

9

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Define Frame sections

Add New Property

(Material)

Add Tee

(Material) .

11

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. 3

.

:

1. 2. 3.

: View Set Display Options

Local Axes Frames.

(Set Modifiers)

.

1000

. .

12

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13

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SAP2000

14

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15

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Assign Frame Frame Sections .

16

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, Assign JointRestraints

.

17

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3D View .

Display Options (CRTL+E) Extrude View

.

.. ,

,

...

(manual) .

18

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.

,

. 2

: .

:

DEAD MONIMA

DEAD.

DEAD .

19

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.

, .

MONIMA

20

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21

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. (-

) 3 UX, UZ R.

23

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24

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25

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.

, .

26

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(Member releases)Assign Frame Releases

.

Assign joint loads Displacements

.

. .1cm .

DivideEditDivide Frames () .

27

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(108) Menu:

Assign Frame End (Length) Offsets

1

2

3

1: Automatic from connectivity:

2: Define Length: (End

I)(End J).

3: Rigid-zone factor: 0 1. 0

1

. .

29

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:

(0.5m)

.

RIGID (Modification Factors):

30

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G+0.3Q

2= (25.42+61.17+25.42)/9.81=11.42 tons (SI)

1= (54.96+128.08+54.96)/9.81-11.42=12.84 tons (SI)

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Diaphragm

.

:

Assign JointConstraints

33

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1

34

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Define Function Response Spectrum

35

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Define Analysis Cases

36

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38

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.

G+0.3Q+E

39

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.

.

.

Define Load Case

Define FunctionTime History

40

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Define Analysis Cases

41

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42

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()

44

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6

()

45

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3()

46

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Animation