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p}rLD w V}=tR; |}xQwO |=yCr=L QO u=mt Q}}eD � Q=@ |vLvt "1 Q=Owtv"OwOLt <=RH= |R=UpOt R= pY=L CN=wvm}

"sDiy wtv QO TU}tuwi VvD C}a[w "5 pmW

"9 w 2 |=ywtv QO |]NQ}e |=DU}= p}rLD G}=Dv "6 pmW

R= R}v xOWxDN=U pOt p}rLD |=Q@ "O};|t CUO x@ C=k@] s=tD QO |Q=wv u=tr=|R=UpOt u}= QO ,=vt[ "OW Oy=wN xO=iDU= ?Qwt |=yu=tr= |=Q@ |Q}tN pY=itVv=tm QF= uDiQo Q_v QO x@ |R=}v 'xOW xO=iDU= |WWm ,=iQY |=yu=tr= R= uwJG}=Dv "CU= xOW xO}O |Wv=tm QF= |Q=Wi |=yu=tr= hPL =@ ,q@k `k=w QO "CU}v

"CU= xOW x�=Q= 6 pmW QO p}rLD u}= R= pY=LQ=Ri=sQv QO ?Qwt |]N |=yu=tr= =@ xOWxDN=U pOt CiQ|t Q=_Dv= xm u=vJ|}xU}=kt |x�=Q= |=Q@ "OvDUy OwOLt <=RH= pOt x@C@Uv |QDsm|DNU|=Q=O SAP

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|=yQ=wv sHvB s=o QO xm s}@=}|tQO xk@] 4 u=tDN=U |=Q@ xOt;CUO x@ G}=Dv R=C@Uv OwN |WWm C}iQ_ �80 x@ �pv=B |v=}t CtUk QO� pw= |xk@] QO |RriQO u; pO=at u=mt Q}}eD xm CU= |r=L QO u}= w xDi=} CUO uOW |Q=H OL x@QO xrLQt u}= QO "OW OQw;Q@ �`=iDQ= 1 100 R= QDsm � 4cm OwOL xk@] u} QN;|Q=Wi |wQ}v w xOW Qy=_ |Q}tN pY=it �|Q=Wi CtU� pw= |xk@] |=yuwDU=D ,=vt[ "OW |Q=O}=B=v Q=JO xR=U sWW s=o QO "Ot; O}OB =yv; QO uD 470 pO=atC=k@] Q}=U QO 'pw= |xk@] QO RH '|Rri |=yQ=wv sWW s=o x@ xR=U uO}UQ R= p@kxOQ=w Q=@ Q@=Q@ 3 =D CUv=wD C}a[w u}= QO xR=U ,=D}=yv "OvO}UQv uOW |Q=H OL x@

"Ovm ?PH wQ}v�80 x@ swO w pw= xk@] |Oqwi |=yQ=wv swU s=o QO w xk@] 8 u=tDN=U QOOw@ |r=L QO u}= w xDi=} CUO uOW |Q=H OL x@ C@Uv OwN |WWm C}iQ_OwOL� OW OQw;Q@ R=QD u} QN; QO 12 cm OwOL |R}J u; pO=at u=mt Q}}eD xm|Q}tN pY=it u}rw= sQ=yJ xk@] |=yuwDU QO xrLQt u}= QO "�`=iDQ= 1 200=D "Ot; OwHw x@ pw= xk@] |=yuwDU QO uD 1400 pO=at |Q=Wi |wQ}v w xOW Qy=_,=vt[ "OvO}UQv uOW |Q=H OL x@ C=k@] R= l}I}y |Rri |=yQ=wv p}rLD |=yDv=|Q}tN pY=it Cr=L u}= QO "Ow@ syO s=o QO w 20cm pO=at u=mt Q}}eD xv}W}@u}= QO xR=U ,=D}=yv "OvOW =yuwDU x@ uOv=UQ?}U; Ea=@ sQ=yJ w pw= |xk@] QO

"Ovm ?PH |wQ}v xOQ=w Q=@ Q@=Q@ 1 5 =D xDUv=wD C}a[w1060 pO=at pw= xk@] uwDU |Q=Wi |wQ}v xk@] 12 u=tDN=U pw= s=o QO =t= wR= l}I}y QO |rw "�`=iDQ= 1 300� OW xO}O 10 cm R=QD u} QN; u=mt Q}}eD w uDx@ QHD =Q OwN uOW|Q=H |WWm C}iQ_ �60 R= V}@ |Rri |=yQ=wv |Oa@ |=ys=opw= s=o � OW xO}O uD 2100 pw= xk@] |=yuwDU QO |Q=Wi |wQ}v xv}W}@ "OvOQmvQ}}eD w xOt; OwHw x@ sQ=yJ s=o QO w pw= |xk@]QO |Q}tN pYit u}rw= "�Oa@ x@QO "�`=iDQ= 1 100 OwOL� OW OQw;Q@ 24 cm OwOL R=QD u} QN; QO u; pO=at u=mtw xO}O ?}U; |Q}tN pY=it QF= QO sQ=yJ =D pw= |xk@] |=yuwDU R}v s=o u} QN;CUv=wDv xR=U ,=D}=yv "Ow@ xOW 35 cm pO=at u=mt Q}}eD u=R}t xmCU= |r=L QO u}=Ctw=kt OwHw sOa p}rOx@ xm OwW|t x_Lqt "Ov=t@ Q=O}=B xOQ=w |=yQ=@ OL =D

"OvUQ@ OwN C}iQ_ |}=yv OL x@ OvDUv=wDv |Rri |=yjQw |RQt <=RH= QO |i=m

"xk@] 8 u=tDN=U QO `]=kt C=YNWt "1 pwOH�cm� uwDU �cm� jQw Q}D xk@]

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"65 wtv QO b , a |=yxvwtv |=Q@ S11 |=yVvD "7 pmW

1997 p=U V}=tR; R= pY=L pmW Q}}eD � wQ}v Q=Owtv |xU}=kt "3 Q=Owtv[6]"hrDNt |=yR=UpOt w

w =ypOt Q}=U x@ C@Uv |QDq=@ |DNU QoV}=tv xDUwB u=tr= R= xOW xDN=U pOt270 pO=at x}=B VQ@ 0 85 cm u=mt Q}}eD |=Q@� CU= V}=tR; OQwt |xvwtv |DLQ}e |=DU}= p}rLD R= |R=UpOt wv u}= QO xm CU= QmP x@ sRq "�CU= xOW C@F uDOw@v p}rOx@ w �ABAQUS =@ |R=UpOt� pw= VwQ hqNQ@ w xOW xO=iDU= |]NQO x}rw= |=ypmW Q}}eD h} QaD R= �Ow@ ABAQUS QO xJv; Ovv=t� ?U=vt VwQVv=tm h} QaD u=mt= u}=Q@=v@ w OW Q_vhQY |Rri Q=w}O |xLiY Q@ Owta CyHQ}=U x@ C@Uv pOt u}= QO |DNU V}=Ri= p}qO R= |m} "OWv =}yt Cr=L u}= |=Q@

"CU= OQwt u}ty R}v =ypOtOwHw x@ Q@ xwqa xm CU= u}= Ot; CUO x@ |R=UpOt u}= R= xm |Qo}O |xDmvQ=Wi CLD =yxWwo QO ,=YwYN |Rri jQw R= |}=yVN@ '|WWm |=yVvD uOt;u}@t w xOw@ Q}=et |L=Q] C=}[Qi =@ Cr=L u}= xmxOQm Ctw=kt w xDiQo Q=Qk R}vQw;O=}xDmv u} QN; u=wvax@ "CU= AwQDwR}= |xDUwB |=yu=tr= =@ |R=UpOt ha[|r@k |=yxvwtv pO=at ,=@} QkD R}v =yuwDU w =yQ}D QO |Q}tN pY=it xm OwW|t

"CU= xOW x�=Q= 3 Q=Owtv QO xrY=L G}=Dv "OvOW p}mWD

12 w 8 '4 R=QD O=OaD =@ |}=y?=k Q=DiQ |xU}=kt "5Q=OQwNQ@ |QDW}@ CrwyU R= |Q=wv pOt xOW |iQat pOt xU u}@ R= xm u}= x@ xHwD =@

"OQ@ s}y=wN V}B |R=UpOt wv u}= =@ =Q j}kLD CU=|]NQ}e |=DU}= p}rLD CLD =Q xOW xQ=W= |=yR=QD O=OaD =@ |}=y?=k xt=O= QO

137

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QO |Q=wv |=yu=tr= \UwD |Oqwi |WQ@ Q=w}O |R=UpOt Qo}O hQ] R=xJQo = "CW=O Oy=wN Q@ QO |rw@k p@=k G}=Dv �SAP Ovv=t� |Q=HD |=yQ=Ri=sQvu=tr= |yHwD p@=k O=OaD |R=UpOt QO |Q=wWO Ovv=t |}=y|Q=wWO =@ R}v VwQ u}=|L=Q] C=}rta s=Hv= xm u}= ,=i=[t "OQ=O Q@ QO |rw@k p@=k G}=Dv 'CU= xH=wt |Q=wvx@ u=wD|t VwQ u}= Qo}O |=}=Rt R= "Ovm|t Q}PBu=mt= Q=Ri=sQv QO ,=t}kDUt R}v =Q

"OQm xQ=W= |rkF |=yQ=@ VQ}PB |xNQJ R= ?Qwt u=tr= uOQmGQ=NQO |}=We |xDUwB |=yu=tr= \UwD |Oqwi |WQ@ |=yQ=w}O |R=UpOt|DNU OwHw R}v u; p}rO "OyO|tv x�=Q= |@ wN G}=Dv SAP Ovv=t |}=yQ=Ri=sQv=yv; |R=UpOt =@ ?}DQDu}O@ "CU= xOWxDN=U pOt QO =yu=tr= u}= xR=Ov= R= V}@xH}Dv QO "CU= Cw=iDt R}v C}ak=w =@ w[wt u}= xm xOW CNU OL R=V}@ xR=UQO =yu=tr= xvwou}= ,=vt[ "Ow@ Ovy=wN u=v}t]= p@=k Q}e xOt; CUO x@ |=y?=wH

"CU= |L=Q] C=}[Qi hqN xm xOQm CmQW R}v |rkF |Q@ Q=@u=R}t V}=Ri= u; `@Dx@ w C=k@] O=OaD V}=Ri= =@ xm OvO=O u=Wv |R=UpOt`k=w QO "OW Ovy=wN Q=OQwNQ@ |QDW}@ C}ty= R= |RQt |=yu=tr= '|@v=H |=yQ=@VvmQOv= R= pY=L |=ywQ}v ?PH |=Q@ |i=m CQOk w u=wD R= |RQt |=yu=tr= Qo =OUQ|tv OwN |Q@ Q=@C}iQ_ xv}W}@ x@ xR=U x=oI}y OvW=@v Q=OQwNQ@ |Rri C=LiY

"OW Oy=wNv Q=OQwNQ@ ?wr]t |Q=O}=B R= w

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(cm) (cm) xHQO h (cm) L (cm)

48 2 63 8 41 240 430 1; 2; 348 9 64 8 41 240 440 4; 5; 649 7 65 8 41 240 450 7; 8

|Q}oxH}Dv "6|WQ@ |=yQ=w}O xm CU= u; R= |m =L xOWxDN=U |=ypOt R= xOt; CUO x@ G}=Dvw OvQ=O =Q |}x_Lqt p@=k |=yQ=@ ptLD |}=v=wD '?U=vt |Q}PBpmW Q=vm QO '|Rri=yu=tDN=U QO |@v=H Q@ Q=@ sw=kt sDU}U |=Q@ |@U=vt |xv} Ro Ovv=wD|t wQ u}= R=xDUwB u=tr= R= xO=iDU= xm OW XNWt |Rri |WQ@ |=yQ=w}O|R=UpOt QO "OvW=@G}=Dv OvJQy "CU= pmWt w Q}oCkw ABAQUS Ovv=t |YYND |=yQ=Ri=sQv QO|D=k}kLD |x@vH QDW}@ =yv; R= xO=iDU= |rw CU= j}kO =yVwQ u}= R= xOt; CUO x@

"Ow@ Ovy=wNv |}xiQL w |rta w xDW=O

CWwv=B1. steel plate shear wall2. special plate shear wall3. membrane elements4. shell5. bucking linear perturlation6. pushover

`@=vt1. AISC, Steel Plate Shear Wall Design, Guide20, First

Printing American Institute of Steel Construction Inc.,Chicago (2007).

2. Astaneh-Asl, A., Seismic Behavior and Design of SteelShear Walls, Steel Technical Information and productServices Structural Steel Educational Council (2001).

3. Astaneh-Asl, A., Seismic Behavior and Design of Com-posite Steel Plate Shear Wall, Steel Technical Informa-tion and Product Services Structural Steel EducationalCouncil (2002).

4. Thorburn, L.J.; Kulak, G.L. and Montgomery, C.J.,Analysis of Steel Plate Shear Walls, Structural Engi-neering, Report No. 107, Department of Civil Engineer-ing, University of Alberta, Edmonton, Alberta, Canada(1983).

5. Timler, P.A. and Kulak, G.L., Experimental Study ofSteel Plate Shear Walls, Structural Engineering ReportNo. 114, Department of Civil Engineering, University ofAlberta, Edmonton, Alberta, Canada (1983).

6. Driver, R.G.; Kulak, G.L.; Kennedy, D.J.L. and Elwi,A.E. Seismic Behavior of Steel Plate Shear Walls, Struc-tural Engineering Report No. 215, Department of CivilEngineering, University of Alberta, Edmonton, Alberta,Canada (1997).

7. Xue, M.; Lu. \Interaction of in�lled steel shear wall pan-els with surrounding frame members", Proceedings of theStructural Stability Research Council, Annual TechnicalSession, Bethlehem, PA, pp. 339-354 (1994).

8. Khalkhali, A., Finite Element Analysis with ABAQUS,Dibagaran Tehran, Publishing Co., Tehran (2007).

9. CSI, Manual of SAP-2000, Version, 11.07, Three Di-mensional Static and Dynamic Finite Element Analysisof Structure, Computers and Structures, Inc., Berkeley,CA (2007).

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