ترتيب مطالعات و ارائه گزارشات

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    : 2400 : 3 : : : :

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  • 1- ETABS 2000

    6

  • 2- FYLB=2400 kg/cm2

    FYE=2640 kg/cm2

  • 3-

  • 1- 2- Fa3-

    Fa FYLB .

  • 4- PYE=A.FYE

  • Pt=A.FYE

  • Fa Fye .1- 2- Fa3 B4- 5-

  • 5-

  • 6-

    .

    .

  • 7- .

  • :

  • :

  • 8- .

  • 1- (DCR) ( ) 2 .2- 2 :2-1- . 2-2- 25% . .

  • 2-3- 50% .

  • DCR 1- : QUD=1.1D+1.1L+QE2- QCE3- DCR

  • 9- . ( ) 1/1

  • 10-

  • :

    1- 2- 3-

  • 11- P-- -P

    -P 3C

    .

  • -P

  • 12-

    .

  • 13- 30% .

  • 14- QU = QG + QE QU = QG QE

  • QU = QG + QE

  • 11-

  • 12- .

  • QUD
  • 90 30 .

  • d c c d

  • : :

  • : i Te=TTi=0.34 y

  • 3 ( 3-2) :C0=1.2 : i Te=TC1=1.2 1 ( 3-3) : C2=1.2 : 0 < C3=1

  • 13- 100% 30% .

  • 14- QU = QG + QE QU = QG QE

  • push1

  • X

  • 2UNP160 :PMAX=A.FY=48x2400=115.2ton

    6 . LW=115.2x1000/(2x650x.6)=148cm

    37 .

  • Lwv=115.2x SIN(36)/(2x650x.6)=87cm

    Lwh=115.2x COS(36)/(2x650x.6)=119cm

  • :

    : 2400 : 8 : : : :

  • :

    -1

    -2

  • 1- SAP 2000 6

  • 2- FYLB=2400 kg/cm2

    FYE=2640 kg/cm2

  • 3-

  • 2-

  • DCR 1- : QUD=1.1D+1.1L+QE2- QCE3- DCR

  • DCR 2

  • 90 30 .

  • 90

  • 3- .

    .

  • 4- .

  • :

  • 5- . ( ) 1/1

  • 6-

  • 7- P-- -P

    -P 3C

  • 8-

  • 9-

    100% 30% .

  • 10- QU = QG + QE QU = QG QE

  • 12- VCE=1.5FV.AW VCE> Vp VCE> Vp Vp=( MpL+MpR)/L+VD+VL

  • bf/2tf h/tw 5-3 . bf/2tf h/tw 5-3 .

  • y

  • y P

  • x Y

  • : :

  • Vy=230

  • :

    : 3000 : 3 : : : :

  • 1- SAP 2000 6

  • FRAME . .

    . SAP .

  • 2-

  • 3- .

  • :

  • 8-

    .

  • 3-3

  • Chart1

    000

    1.094497.5604343.1194

    2.1944195.0808472.6534

    2.676237.7889

    3.8134333.1194

    4.2835357.0939

    5.5681384.3762

    7.2145411.8699

    8.7596437.4975

    8.7597437.2995

    10.0559458.1895

    10.9944472.6534

    disp(cm)

    base shear(ton)

    x1+

    SAP2000 v9.1.1 File: SOUTH FIRESTATIONUPPERMETHOD22MODE Ton, cm,C Units PAGE 1

    11/11/0616:39:49

    PU S H OV E R C U RV E

    Pushover Case PUSHX1

    StepDisplacementdisp.(cm)Base Forcebase shear(ton)A-BB-IOIO-LSLS-CPCP-CC-DD-E>ETOTAL

    00.00560006080000000608

    1-1.09441.0944-97.560497.56046053000000608

    2-2.19442.1944-195.0808195.08086053000000608

    3-2.6762.676-237.7889237.78896044000000608

    4-3.81343.8134-333.1194333.119456444000000608

    5-4.28354.2835-357.0939357.093952583000000608

    6-5.56815.5681-384.3762384.3762499109000000608

    7-7.21457.2145-411.8699411.8699474746000000608

    8-8.75968.7596-437.4975437.4975465697400000608

    9-8.75978.7597-437.2995437.2995465697400000608

    10-10.055910.0559-458.1895458.1895447877400000608

    11-10.994410.9944-472.6534472.653442510851240000608

    00

    3.8134343.1194

    10.9944472.6534

    x1+

    000

    000

    000

    00

    00

    00

    00

    00

    00

    00

    00

    00

    disp(cm)

    base shear(ton)

  • x

  • y

    Chart3

    0

    31.1294

    339.2049

    525.174

    524.9259

    523.9748

    648.3691

    648.3927

    894.5164

    1104.6974

    1116.1025

    1116.1287

    disp.(cm)

    base shear(ton)

    y1+

    SAP2000v9.1.1 File: SOUTH FIRESTATIONUPPERMETHOD22MODE Ton, cm,C Units PAGE 1

    11/6-Nov16:40:025

    P US HO V E RC U RV E

    Pushover CasePUSHY1

    StepDisplacementBase ForceA-BB-IOIO-LSLS-CPCP-CC-DD-E>ETOTAL

    00.114506080000000608

    10.189531.12946062000000608

    20.9405339.20496044000000608

    31.3907525.1746017000000608

    41.3894524.92595999000000608

    51.3844523.97485999000000608

    61.6845648.369159513000000608

    71.6845648.392759513000000608

    82.2856894.516458424000000608

    92.88611104.697456047000010608

    102.92351116.102555947000101608

    112.92351116.128755947000101608

    123.55891334.786452283100002608

    134.17091525.5605491109600002608

    144.79591671.13494751151600002608

    155.40941763.50044561153500002608

    166.031844.15194371155400002608

    176.08831851.20364361125700102608

    186.08831829.236743610960000036080.11450

    196.11021832.452943610960000036084.17091575.5605

    6.11021832.4529

    y1+

    disp.(cm)

    base shear(ton)

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