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Shear Walls ط ا م اب ا

/ س أ

( م ا 4201ه ا ا X768 )

ا ا

ه ا أ ن أ SAP2000 Ver 9.03 ا أ أ و ة ر ا و أ7ا .

ق ح أ ا ث ا ا ا ل

ا ا Shear Walls ب . ا ا Plan و ن ا ا ) و ( و ر د ا و ا

Shear Walls ظ أ ا ن ا . و

880 ط ا ع 17 و ر م ط و ر ا ا ة ذ د . ز

ئ د ه أ : ا ا و

1 >> 6X0.35 m

2 >> 4.25X0.35 m

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3 >> 3.4X0.3 m

4 >> 4.4X0.3 m

5 >> 3.7X.3 m

6 >> 4.5X0.35 m

7 >> 1.1X0.3 m

8 >> 4.05X0.3 m و ر53ا د .

9 & 10 >> 3.3X0.3 m و ر53ا د .

11 >> 2.3X0.3 m و ر53ا د .

د ل ا ؤ ا ا ا ى ا ا او ط ا ى أ .

ى ه ا د ف ط و ط ا و د و ا ) ا ا . ( ا

ى ا ؤ ا أ ر ر و ا و ت د ي ( ) .

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ت ا ا Shear Walls أ ا د ا : CM & CR و ا

CM و ( Center of Mass ) , ا و ر ا ) و . ( ا

CR و (Center of Rigidity ), ت ا و ع Shear Walls .

د-1 Center of Mass م ا د و . ا

ر ا Region ه ا و ا . ا

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ا ا ر أ ا Plan ذ ( ) .

Enter و ا , ي ك ر ا ا Plan ا ذ ه أ ة ا . و

د ا Center of Mass و ر ا , Region/Mass Properties و أه ا .

ا Enter و ا ا و ذ ش ا ا.

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ئ ا ا خ ... ا . ا و ا

ا ا Centroid و Center of Mass و و (16.8375,20.0586) .

د-2 Center of Rigidity د و م ا ا .

ر ا Region ه ا و ا . ا

ا ) ذ ئ ا ر أ ا ) .

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ا Enter و ذ ة أ ئ ا ط ا ة ا . و

ئ ا ا ا . و ذ

د ا Center of Rigidity و Shear Walls , ر ا Region/Mass

Properties و ه ا أ .

ئ و ا ر ا ا ا و Enter ذ ش ا . ا

... أ ا ئ ا ا و اخ . ا

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ا ا Centroid و Center of Rigidity و ئ و ا (16.0195,19.2290) .

ر ا ن Center of Mass & Center of Rigidity ا ق و ا.

16.8375,20.0586

16.0195,19.2290

ق = ا 0.8296 , 0.818

ق و ى ا , ة ن ق و ا و ن ا ا أ و وShear Walls أ ا .

ب ا ر CM & CR .

أ ا ن Shear Walls ا د د و . اا

ة ل و ط ا ا و أ ج ا ئ ا Frames ا و أ

Shear Walls آ ب . ا

.

ج ع و 5 ر ع 3 و آ ر . .

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د ط ط ا : و

Shear Wall و ا ا ا Line ا ا ا ا و (0,0,5@) (@0,0,3) و أ

ن ئ . و ا ا

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م د ا ا د و dxf ا , م و و , و ا ب ب ا د ا .

د و د و ا ا و ا م dxf ذ ر ر Z ر ع و ر ل و ات ا ا ر ا .

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ر م Layer ا و ط ا ا ا ر اShear Walls ا و آ ا Frames أ .

ب . ا

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ت ا Shear Walls

ن ا Ix & Iy ا ا م ؤ و . ا

م ا Shear Walls ا ه و ه ا د . أ

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ئ د ه أ : ا ا و

1 >> 6X0.35 m

2 >> 4.25X0.35 m

3 >> 3.4X0.3 m

4 >> 4.4X0.3 m

5 >> 3.7X.3 m

6 >> 4.5X0.35 m

7 >> 1.1X0.3 m

8 >> 4.05X0.3 m و ر53ا د .

9 & 10 >> 3.3X0.3 m و ر53ا د .

11 >> 2.3X0.3 m و ر53ا د .

ع ( ئ ر م 4ا ) .

ب و ئ ا ا أ ا ا ا Frame Sections ذ , ه و أ. ا

. ا

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ر / و Add Rectangular أ .

/ Add New Property .

. ا

) ا 4ر ) ) ر ع و 4ا ا ) .

( ( 0و ا ر ( , أ ا ر ع ض ا5ا ) .

ل ئ و و د ر ا ا ط ا , و ذ ع ع ا ا او ا ا . ا أ

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. ا ا

ع ر ر ا ( 1 ) ا ا . OK ذ

ص ا ع ا ت و ا . ا

ئ ا ئ و ئ ا ا ر 53ا در Y .

ئ ر ا ه ا و ا ا ر ئ و ا و ا ا أ

.

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. ا ا

و ا ا ل ا Shear Wall ا د ر Y ( ا( و ا . OK ا

ئ و ا ا ا ا Shear Walls .

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ه ظ م ل // م ع ض ا ن ن ا ا أ و ا و ذر ا و ف و ا ر ا و . Local Axes ا

م ا ظ و ذ د ا ط ا ت ا ر ا Extrude Boxes View .

ه ا و ط ا ا و ت د ا ر ر أ ا ا. ا ا ا

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ر ا ا م ن ي ا ا Frame ا ل و ي 3 ا ة ر م ا 16 و ة .

ا ر ا م ل ) ا ( 5ا .

ر أ Replicate و ه ا و . أ

ل م د , , أ ا ا ر ا ن أ ر أ ا ا أر ا م ة أ ل م د . ا أ

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ئ ن ا ا .

ل م د ن أ ل ا ا ى ا ت ا ا ا ا F1 اF18+Ft .

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ه ن ة ا ط أ ر Center of Mass ا ا .

د ا ذ ر ا Grids ا م Cordinate Systems/Grids .

, ر ا ا Modifi/Show System .

Grid Systems ا , .

, Center of Mass ا و و و ا أر ا و د ت ا 0 3ا .

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م ا ش ا Grid Systems ا .

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م ن Special Joint ا ه , ا و أ. ا

أ ا ن Special Joint ا ت ا ى ا ( 0.00 ) ا ,. ا

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ا ا أ ا ا ا ا و ث ا ا أ

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ى ض ا م ن ق ا ر ط ض غ ن أ ر أ ) و أ ل ا ى ا ا م ا ) .

F1 = 2.5 ton / F2 = 3.5 ton / F3 = 4.5 ton / F4 = 5.5 ton / F5 = 6.5 ton

F6 = 7.5 ton / F7 = 8.5 ton / F8 = 9.5 ton / F9 = 10.5 ton / F10 = 11.5ton

F11 = 12.5 ton / F12 = 13.5 ton / F13 = 14.5 ton / F14 = 15.5 ton / F15= 16.5 ton

F16 = 17.5 ton / F17 = 18.5 ton / F18+Ft=29.5 ton

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م ن أ XY View ا ه ا ت ا و د ا ش ا.

Special Joint ا ه ا ت ا Z و ا ا

ه ا م ا .

ن و ى ا ا Special Joint ا ن و أى ا ا ز ا ة ا . ا

ى ة 3 ا , F1 ا ى 41 و ا ة F13 ا . .

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د ض ا و ى و ا F1 F18+Ft ا , ه ى ن ا ى X أ و ه ى م Y أ ن ر و أ ة .

م ا و ر X .

ى ا ر ا ا م ر ا و م Joint Loads

Forces ه ا و ا , أ و . أ

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م , ه ا ا ة ا ا . ا

ئ ا ا ا ) و ط أ ى . ( ا

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. و ا ئ ا ئ ا ع و و ر ا .

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ة ا Diaphragm ا ا ى ( . ( ط

م ن أ XY View ا ه ا ت ا و د ا ش ا.

ر ا ه ا ت ا Z ا ه ا م ا .

ى أ ) و ا 5 ) , و ب ا ر ق , و ط اJoint Constraints ا ا .

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. ا ا ر Diaphragm Add New و Constraint .

م ا و ا , Diaphragm ا ( 1 ) ر Z و Axis و OK .

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. . OK ا ا

ن ا Joints ا و أ ا ا ا Diaphragm ا ني ر . ا ا

ر ى ت ب ا3ا ق .

ة ا أ ن ر ا ا Run و ا و , أ

ه ا .

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, ا ا . OK ا

ش ا . Analysis ش OK . ا ا

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م و و ا ا و ا ى ا Tool Bar .

ر ل ا ( Joints ) د و د ل ر Reactions ا .

ر ل ا ( Frames/Cables ) ى ا و م و و ل ا د ا و د رى ا و ا ( Moment & Shear & Normal Stress ) .

.

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م و ر ا . ( Moment 3-3 ) ا

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ى ا ا ر ( Shear 2-2 ) .

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ت . أ ا

ر ا و . ه ا ظ ل ج ا ا . ا ا

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ا ا ا ع ا ا ر Case/Combo Name ا ف ن و أ MODAL .

OK و ا ل و اا ت ا ا .

ه ا ع ا ا أ ت ر ن ) و . ( ش ا

ة ر ن ا ز ا : اwww.sap2000.netfirms.com

http://www.sap2000.netfirms.com/http://www.sap2000.netfirms.com/http://www.sap2000.netfirms.com/