EEEV2002

11
See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/226773641 Nonlinear earthquake response analysis and energy calculation for seismic slit shear wall structures ARTICLE in EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION · DECEMBER 2002 Impact Factor: 0.73 · DOI: 10.1007/s11803-002-0068-z CITATIONS 3 READS 47 2 AUTHORS, INCLUDING: Huanjun Jiang Tongji University 34 PUBLICATIONS 73 CITATIONS SEE PROFILE Available from: Huanjun Jiang Retrieved on: 06 April 2016

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Transcript of EEEV2002

Page 1: EEEV2002

Seediscussions,stats,andauthorprofilesforthispublicationat:https://www.researchgate.net/publication/226773641

Nonlinearearthquakeresponseanalysisandenergycalculationforseismicslitshearwallstructures

ARTICLEinEARTHQUAKEENGINEERINGANDENGINEERINGVIBRATION·DECEMBER2002

ImpactFactor:0.73·DOI:10.1007/s11803-002-0068-z

CITATIONS

3

READS

47

2AUTHORS,INCLUDING:

HuanjunJiang

TongjiUniversity

34PUBLICATIONS73CITATIONS

SEEPROFILE

Availablefrom:HuanjunJiang

Retrievedon:06April2016

Page 2: EEEV2002

丫匕1.

1 N 0 2 E A R I,

H QU A KE E N G IN E E R IN G A N I) E N G IN E E R IN G VI B R A TIO N D e c e m b e r 2 0 0 2

A rt ie le ID: 16 7 1

3 66 4 (2 0 0 2 )0 2一

02 2 7一

10

N o n lin ea r ea rth q u a k e r esP0 n se a n a lysis a n d en e r g y c a lc u la tio n

fo r S e ism ic slit sh e a r W a ll str u C tu r e s

Jia n g H u anj

u n 卞(蒋欢军)an d L u笼 lin 丰(吕西林)

Sta te Ke ,,

La b o ra to ry for D isa ste ,

,

R edu

。才io n in C iv il EI : g in e e rin g,

肠n心i Un i,

, ers i以 Sha n g ha i Z 0 0 0 9 2,

Ch in a

A b str a e t: B as e d 。n the e o n e ep t o f stru e tu ra l pa ssiv e e o n tro l, a n

ew 钾pe o f slit she ar w a ll,

w ith im p r o v e d 、e ism ie

Pe

rfo rma n c e w he n c o m pare d to an or d inary

so lid sh ea r w all,

W a s Pro Po sed by th eau thor s in 19 9 6

.

T he id e a h as b ee n v eri fi e d

by a se rie s o f Pse u d o 一sta tie an d dyn a m ie te sts.

ln this Paper a m ac r o nu m e ri ea l m od

e l is d eve lo Pe d fo r th e w a lle Ie m e nt an d th e

en er g y d iss iPatio n d e v ic e.

The n , n o n lin e ar ti毗 址 sto ry a n alysis 15 earr ied o u t fo r a 1 0

一sto ry slit she ar w a ll m o d el te ste d o n a

shak in g tab le.

Fu rt he

rmo r e

,

the se ism ie in Pu t e n erg y an d the in d iv id u al en e rg y d issiPa te d by the e o n 1Po n en ts

arec a le u la te d b y a

m e th o d ba sed o n N e w m a rk一

pa ssu m p tio n s fo r this she a r w all m o d e l

,

an d th e ad v an t嗯e s o f th is sh ear w a ll are fu rt her

d e m o n s tra te d by the e a le u la tio n re s u lts fr o m the v iewPo in t o f e n e rg y

.

Fin ally,

a c eo rd in g to th e se ism ie d a m a g e e rite rio n o n

theba sis o f Pla stie ac e u m u l乞Ltiv e e n erg y an d m a x im u m r es

pon se

the o Ptim a lana ly sis 15 c a rr ie d o u t to se le et de

sig n Pa ram e ter s fo r

th e e n e rg y d is siPa tio n d e v i仁e·

K eyw o r ds : she ar w al ] : e n e电y d iss ip a tio n ; tim e histo ry a n a ly、15 ; o p tim a la n a ly sis ; se ism ie d a m a g e er ite rio n

1 In tr o d u c tio n

R e in fo re e d e o n e re te sh e ar w al ls a re w ide ly u se d in

se is m ie re g io n s d u e to the ir hig h la tc r飞11 卜ril’

!h e ss a n d

stre n g th.

H o w ev e r, th ey als o te n d l、” 之一l【l认 c t la rg e

a m o u n ts o f seismie fo rc e s a n d e n e rg y

.

A e e o rd in g to

Pr e v io u s s e ism ie h a z ar d in ve stig a tio n s ,

the d am a g e ,

w hi eh 15 m o s tly e o n e e n tra te d a t th e b a se ,

15 g en e r ally

ve ry d iffi e u lt to r ePa ir. TOs o lve th e se Pro b le m s

,

in sPire d by the fi rs t inno v a tiv e id e a o f e a stin g v erti c al

s lits in to in fi lle d w all Pa n els in fr a m e d s tru e tu re s

Pro Po s ed by M u to in 19 6 9, a n e lle rgy dissiPa tio n sh e a r

w allw a s Pro Po s e d by th e a u th o r s (L u a n d W u ,

19 9 6 ).

T he n e w sh ear w all h a s a Pu rp o se ly b u ilt一

in v e rt ie a l

slit in w hi e h a ru bb e r b elt 15 fi lle d an d so m e h o ri z o n ta l

s te e lb a rs Pa ss th ro u g h o n so m e h e ig h t in e a e h sto ry.

A

s e rie s o f e x Pe r im e n tal a n d th e o re tie al s tu d ie s h a v e

b e e n e arr ie d o u t,

in d ie a tin g th a t the se ism ie

Pe r fo rma n e e o f th e slit w all15 im Pr o ve d

, c o m Pare d to

o rd in a ry so lid shear w alls (Lu a n d W ll ,

19 9 6 ; L u a n d

Jian g,

199 8 ; Jia n g a n d L u ,

19 99 ).

T h e fa ilu r e Pa tte rn s

o f th e sli t w al l a n d th e s o lid w al l, o b tain e d fr o m

te s tin g u n d e r la te ral eyelie lo a d s , a re difl7er e n t.

Fo r th e

so lid w all,

se v e re dama g e 15 e o n e e n tra ted o n the tw o

sid e s o f the b a s e ,

w ith e ru shin g o f the e o n e r ete a n d

b u c k lin g o f th e lo n g itu d in albar s.

A s

fara s th e slit w a ll

15 e o nc e r n e d,

th e d a m a ge fi r s t o e e u rs a t the tw o s ide s

C o rre s Po n de n ee to : L u X ilin,

R e se ar c h In stitu te o f Str u e tu r aT

E n g in e erin g a n d D isa ster R e d u e tio n ,

TOn幻1 U n iv e rsity

,

1 2 3 9 S IPin g RDa d

,

Sha n g ha i 2 0 O0 9 2,

Ch in a.

Te l: (0 2 1 )6 5 9 8 2 6 6 : Fa x : (0 2 1)6 5 9 8 2 6 6 8

E一

m ail二s t@ m a il沈o n自i

.

ed u £ n

十L e etu r e : 车P r o 化sso r

o f th e slit elo s e to the e n erg y d is siPa tio n d e vie e s ,

w hi e h Pr o te e ts th e m a in s

trUetu re a n d slo w s d o w n the

d a m ag e Pr o e e s s , 5 0 th e d a m a g e to th e b a s e o f th e w a ll

15 而ti g a te d.

In o th e r w o rd s,

there 15 a n a d d itio n allin e

o f d efe n se in th e slit w all u n d e r the e a rt hq u a k e lo a d s.

Fu rth e

rtno re

,

it 15 ea sy to u se the slit sh e a r w all in

e n g in e er in g Pr a c tic e.

It w a s ap Plie d s u e e e s sfu lly in

tw o ta ll b u ild in g s in Shan g h ai in 19 9 7.

Tos tu d y th is

slit sh e a r w all th o ro ugh ly

, n o n lin ear e叭hq u a k e

re sPo n s e a n alysis 15 e a rr i已d o u t in th is p aPer. F o r th e

s ak e o f e o n v e n ie n ee fo r Pra e tie a l aPPlie a tio n a n d

a e e u ra e y, a m a ero m o d el (V 自le a n o e t a l. ,

19 8 8 ),

th e

m u lti一V e rt ic al

lin e 一elem e n t m o d e l (MV L E M ) 15

a d oPte d.

In o r de r to e v alu at e the e n erg y d issiPa tio n e a Pa eity

o f this slit she a r w all,

th e to tal se ism ie in Pu t e n e rg y

a n d th e in d iv id u al e n e rg y d iss iPat e d by th e

e o m Po n e n ts ar e c ale u la te d,

A m e th o d b a se d o n th e

N ew m ark一

pa s s u m ptio n s i、 d e vo lo Pe d he re

.

Fu rth e r Olo r e , o Ptim al a n a lysis 15 e arr ied o u t to se le c t

d e sig n Para m e ters fo r the e n erg y d iss iPa tio n d e v ic e.

2 N U m e r ie a lm o d e l

In the sli t she a r w all th e w all Pa n e l 15 rePr e s e n te d

by M V L E M in w hi eh the in fi n ite ly r ig id b e am s at th e

to P a n d b o tto m areeonn

e ete d b y so m e v er tic al tru ss

e le m e n ts Par a lleled to e a e h o ther (se e Fig.

1).

T he

e n er g y dis s iPat io n d e vie e in sta lle d in th e slit 15

m o d ele d b y tw o n o ul in ea-r sPrin g s at the to P a n d

b o tto m, e o

nne e tin g w ith th e left an d r ig h t w all

elem e n ts.

In e a eh M V LE M th e tw o o u tsid e tru s s

elem e n ts rePre se n t th e a x ial an d b e n d in g stiffne ss o f

the b o u n d ar y e o lu m n s , a n d th e in te rn al e le m e n ts

口 .

Page 3: EEEV2002

2 2 8 E A R I H Q UA KE E N G IN E E R IN G A N D E N G IN E E R IN G V IB R 八1,

IO N 饰1 1

rePI’

e s e n t th e e e n tra l w a ll Pa n e ],

w h ile th e h o riz o n ta l

sPri一19 a t th e h e ig ht o f 尹h r ePre se n ts th e s he ar s tifti 飞e s s.

T h e re la tive 一o ta tio n o f th e w a 】1 m e m b e r 15 in te n d e d to

b e a ro u n d tlle Po in t A Pla e e d o 一1 th e e e n tr o id a x is,

A

s u lta b le v alu e fo r r 15 a s s u m e d o n th e b a s is o f th e

e x Pe e te d e u r v a ru re d is tr ib u tio n alo n g th e h e ig h t.

T h e

hys te r e tie ehar a e te l·

istie s o f th is 一n o d e l e a n b e

d e s e r ib e d by th o se o f th e sh e是lr sPrin g a n d a x ia l b a l几

T his m 〔)d el a e e o u n ts fo r th e fl u e tu a tio n o f th e n e u tra l

a x is o f th e e 一() 5 5 se e tio n w he n in ela s tie be h a v io r ta k e s

Pla e e 111 th e w a ll,

w h ile th is irn Po rta n t Ph e 一lo m e n o n 15

d 15一e g a l·

d e d in th e e q u iv a le n t b e a m m o de l u tiliz e d

w id ely in e n g in e e r i一19 Pr a e tie e.

In a d d itio ll , th e

in te la e tio n b e tw e e n th e be n d in g a n d sh e a r b eh a v io r,

a n d the e fl b e t o f a x ia l fo re e o n th e be n d in g b e ha vio r

e a n b e ta k e n in to a e e o tlllt i一1 th is m o d el,

B y m e a n s 0 1一

the Prin c iPle o t’ v ir tu a l w o r k the

s tifn le s s m a trlx o f the w a ll ele 一n e llt e a n be

d e riv e d a s

门les|||、esl|||||||

,�、一

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乏天、, ,

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一 k , rh

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k、叨

O

(‘一 厂) rll Z“/ ,一

艺“、, 月

乏洞

一 k , ,

/, ( l一 r )民S ym m e tr y

( , 一 : ) 2 h Z k , ,+

艺k

, , ,

w he l·

e k z,

15 th e s he a r l·

i g id i ty o f th e h o r i z o n ta l s pr illg,

k, , ,

th e a x i a ] r ig id ity o f the n , th v e r一ie a l t一u s s e le m e n t,

h th e h e ig h t o f tlle w a ll e le m e n t,

l, , ,

th e h o r iz o n za l

山5 ta n e e be tw e e n th e l, , th v e rtie a l tru s s e ! e m e n t a n d the

e e n t ro ld a x is,

a n d z, th e to ta l n u 一刀 b e r o f the v e rt ie a l

‘,‘

L,

泛S e ,呀m

e n ‘·

冲e “‘Sp ,aC e n l e ,1‘」rn a‘, ‘x万

orre s p O

t( ) [ 11 C 是ID o v e s[ I ll ll e s s m u t l飞 x 15 洲 i , 仁, , 口 , u , , F

w h e r e u , , 、, , ,

O,

15 th e h o r iz o n ta l d i s p la e e m e n l,

v e rt ie a l d i sPla e e rn e n t, a n d ro ra t io n a r th e i th 一lo d e o n

the e e n tr o记 a x is,

r e sPe e tiv e ly,

th e r ig h t thr e e t e rm s ar e

the d i sPla e e m e n ts o f th e jth n o d e.

I n Pa s t ap Plie a tio n

o f th is 一1: o d e l,

th e Pa r a m e te r r d e fi n in g the Po si ti o n o !、

the re la t iv e ro ta ti n g e e n te r 15 a m b ig u o u s.

TOa e e o u n t

Ib r th e Ih e ts th a t 一h e r e a r e h a r d ly a一ly Po i一l ts o f

e o lltra fl e x u re in rh e sa n l e sto ry b e e a u se th e b e n d in g

1llo rn e n t e h a n g e s s lo w ly a lo n g th e h e i g h t o f s h e ar w a ll,

i飞e an b e d e ri v e d th a t r e q u a ls 0 5 o n th e b a s i s o f th e

:一ss u m Prio n o ,一

e v e n e u l·v a tu r e d i stri b u ti o n (Jia n g a n d

L u,

199 8 ).

T lle e rr o r e a n b e d e e re a s e d by i一le r e a si n g o f

th e n u l刀b e l o f w a 」1 e le m e n ts i n th e e a !e u la ti o n.

5 im ila r ly,

111 the lig h t o f th e Pr i n e iPle o f v irtu a l w o rk.

th e s t if’t’ne s s m a t r i x o f th e e n e rg y d i s s iPa ti o n d e v ic e 15

d e 一iv e d a s fo l! o w s

(2 )

OJ布,Jnz山O1,,..

w h e re k‘, 15 the

d is s iPa tio 一1 d e v i e e,

s e e t io n o f th e w a ll

S hC a l’

:一n d l

e le m e n t

r ig id ity o f

少e

1ll e

le n g th

th e

o f thC

d isPI

sti flh

往C e m e fl t

e l飞e rg y

C f 0 SS

n la tf lX

clo r l’

e印 O n d i n g ,

分; ,

日, ‘, 产,

日,

to th e a b o v e C S S m a ty lX 15

3 C o n st itu ti v e m (一d e ls

3.

1 Sh e a r fo r e e一s h e a r d e fo r m a t io n hyst e r e t ie

m o d e l

I n Pa st aPPlie a ti o n o f M V L E M,

the i rlt e l·

a e tio n

b e tw e e n s h e al* a n d fl e x u r e w a s n e g le e t e d,

a n d th e

b e n d i n g d e fo rm a tio 一1 a n d sh e a r d e fb rm a tio 一1 w e r e

e a le u la te d s e Pa r a t e ly.

I n o rd e r to o v e rc o m e th is

sh o rte o m i n g,

th e w 之111Pa一le l 15 s im Plifi e d a s a m e n 飞b ra n e

Page 4: EEEV2002

N o Z Jl: 111 9 H u a :lj

L . n e t “l一 N o : 1 11【le a : e a r th q u a k e re 印o n se a n alysis fo r se i、m ie s lit she ar w allst r u etu r e s 2 2 9

ele m e n t in th e e a le u la tio n o f sh e a r de fo rm a tio n,

th en

th e e q u a tio n s a re e sta b lish e d a e e o r din g to th e

e q u ilib r iu m e o n d itio n s o f fo re e s , e o m Pa tib ility o f

de fo rllla tio n,

a n d th e e o n s titu tiv e Iaw s fo r e o n e re te

u n d e r Pla n e stre s s e o n d itio n s.

B y e q u a tin g th e v e rtie a l

s tra in o f m e m br a n e ele m e n t w ith th a t o f the v e r tie a l

tr u ss e le m e n t lo e a te d a t the e e n tro id o f the w all

ele xn e n t,

th e e o m Pa tib ility o f d efo rm a tio n b e tw e e n

th e se tw o ele m e n ts a re ta ke n in to a e c o u n t.

T h e she a r

fo re e v e rs u s sh e a r d efo r m a tlo n s ke le to n e u rv e 15

o bta in e d by ite ra tio n Pro e e d u re.

T he d e ta ile d m e th o d

e a n be fo u n d e lsew h e r e (Jia n g a n d L u ,

19 9 8).

T he re

a re tw o c har a e te ris tic Po in ts : e ra e k in g Po in t a n d

yie ld in g Po in t.

T he e ra ek in g Po in t c o r re sPo n d s to th e

sta te tha t the m a x i一n u m Prin e iPa l te n s ile s tre s s r e a eh e s

the e ra e ki n g stre ss o f e o n e re te.

T h e yie ld in g Po in t

e o rr e sPo n d s to th e s ta te th a t th e h o r iz o n tal she a r

re in fo re e m e n t yie ld s if she a r fa ilu re h aPPe n s Prio r to

fl e x u ra l fa ilu re , o th e rw ise,

to th e s ta te th a t th e ve rt ie a l

fl e x u ra l r e in fo re e m e n t a t th e c e n tro id o f th e v e rtic a !

te n sile re in fo rc e m e n t yie ld s.

Tos im Plify th e

e ale u la tio n ,

the s ke le to n e u r v e 15 ide a liz e d in trilin e a r

fo r m, a n d the Po s t

yield in g s tiffne ss 15 ta ke n a s o n e

Pe re e n t o f th e e la s tie s tiffne ss

.

T h e sh e a r hys te r e tie

m o d el a d o Pted 15 a s sho w n in F ig Z (G u n ey a n d M u ra t,

198 9 ).

A de ta iled de s e riPtio n o f th is m o d e l e a n b e

fo u n d else w he re (Jia n g a n d Lu ,

19 9 9 ).

T h e m a in law s

a re s u m m a riz e d a s fo llo w s :

3.

2 H ys te re tic m o d e lfo r a x ia l b a rs

D u e to th e in s u ffi c ie n ey o f e x Pe r im e n ta l d a ta fo r

a x ia l b a rs u n d e r e ye lie lo ad s ,

th e e ale u la tin g m o d el

b a se d o n th e m a te rial e o n s titu tiv e law s 15 a d o Pte d h e re,

w hieh ta k e s th e a e tio n o f e o n e re te a n d re in fo r e e m e n t

in to a e e o u n t re sPe e tiv e ly.

T h e in te ra e tio n effe

e ts

b e tw e e n th e c ra e ke d e o n ere te a n d th e ste e l

r e in fo re e m e n t a r e e o n s id e red in te rm s o f a v e ra g e

S tfa lfl.

3.

2.

1 Th e stre ss 一stra in e urv e

tbre o n ere te u n d e r e ye lie

10 a d s

T h e str e s s 一s tr a in e u rv e 15 sh o w n in Fig.

3 (W u a n d

L u ,

19 9 6 ).

T h e te n s ile s tiffen in g 15 a e e o u n te d fo r in

this m o d el,

th e b o n d a n d sliP b e tw e e n e o n c re te a n d

re in fo rc e m e n t 15 refl e e te d in te rm s o f a v e r a g e s tre s s

a n d a v e ra g e s tra in.

For th e e o n ere te in th e b o u n da ry

e o lu m n s ,

th e str e ss 一s tra in e u rv e fo r e o n fi n e d e o n e r e te

(S c o tt e r a l.

,

19 8 2 ) 15 a d o Pte d he re , a n d its hys te re tie

la w s are a s s u m e d to b e th e s am e a s fo r u n c o 月fi n e d

C o ll CfC te.

F一9.

3 T he str es s一 stra in e u l、e fo r eo llc re te u n d e r ey e lie lo a d s

F 19.

2 S he ar tb r ee 一 she a r d e fo 一m

a t一o n hyster e tie m o d e l

(l) T h e e u rv e u n lo a d s alo n g th e b a ek b o n e e u rv e if

e 一a e k in g h a s n o t h aPPe n e d in bo th o f th e tw o

d ire e tio n s.

It u n lo a d s in the d ir e e tio n to th e a d ve r se

e r a e k i一飞9 Po in t if the e ra e k in g lo a d 15 e x e e e d e d w h ile

th e yie ld in g lo a d ha s n o t be e n s u rPa s s e d.

If th e

yieldin g lo a d 15 e x e e e d ed,

the u n lo a d in g se g m e n t 15

d iv id e d in to tw o Pa rts,

w h e re the c r a e k in g lo a d 15 th e

de m a re a tio n

(2 )T he re lo a d in g s e g m e n t 15 d iv id e d in to tw o Pa rts

to re fl e e t the Pin eh Phe n o xn e n o n aft e r the yield in g lo a d

15 e x e e e d e d,

w he re th e e r a e k in g lo a d 15 also th e

d e m a re a tio n.

T h e s tiffne s s o f th e fi rs t Pa rt 15 sm a lle r ,

w h e re the e ffe e t o f th e a x ia l lo a d 15 ta k e n in to a e e o u n t.

3.

2 2 T he s tre ss 一stra in e u rv e s fo r re ill lb rc em e n t u n de r

c ye lie lo a d s

A b ili n e a r a v e ra g e stre ss 一s tra in m o d e l (se e Fig 4 )

15 u se d h e re ,

w he re th e s tiffen in g e

ffec t d u e to e o xle re te

a n d th e yield in g h a rde n in g a re e o n s id e r e d.

3.

3 H yste r e tie m o d e lfo r e n e r g y d is siPa tio n d e v ic e

T h e c h a r a c te ris tic Po in ts in th e sk ele to 一1 c L一v e e a l-

b e o b ta in e d o n th e b a s is o f th e th e o ry fo r Pile s

e m b ed d e d in e o h e s iv e 5 0 11 a n d th e sh e a r一fr ie tio n

th e o ry.

T he d e ta ile d m e th o d e a n b e fo u n d e lse w h e re

(Lu a n d Jia n g,

19 9 8 ).

TO b e e o n ve n ie n t fo r a n a lys is,

th e sk ele to n e u r v e 15 s im Plifi e d in tr ilin e a r fo 一m.

A e e o rd in g to th e e x Pe rim e n ta l d a ta o b ta in e d,

th e

hys te re tie m o d el 15 e s ta b lis he d by m e a n s o f re g re ss io n

(se e Fig s ).

T he m a in la w s a r e a s fo llo w s (Jia n g a n d

L u,

19 9 9 ): th e u n lo a d in g stiffne s s d e g r a d e s a e e o rd in g

to th e de fi n ite la w s aft e r rh e e r a ek in g lo a d re a eh e s : th e

e u r v e 一‘

elo a d s in the d ir e e tio n to th e u n lo a d in g Po in t

Page 5: EEEV2002

2 3 () E A R I H QL丁A K E E N G LN E E R IN G A N D E NG INE E R IN G V IB RJ

叮11O N Vo l.

!

(4(5(6

w h o s e d isPla e e m e n t is m 比x i一n t一rn if th e e r a e k in g lo a d

h a s b e e n e x e e ed e d w hile th e yie ld in g lo a d 一sn’

t in the

lo a d in g h is to ry ; if the yie ld in g lo a d h a s b e e n e x e e e d e d

i一飞 th e 10 次d i一19 h isto ry,

to re fi e e t tlle Pin e h Plle n o l刀e ll o ll

[C1= a附1

十月匡l

a 一 2功,田 , (套

_

,田;一营

;

田 ; )/ (功‘2 一 田 , 2

111 th e hys te re tie e t lrv c,

th e re lo a d in g s e g m

d iv ld e d in to tw o Pa rts,

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d e m a r c a ti o n,

份IS

Lh e

刀一 2 (哲

;

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,

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F

c o lltr ib u tio ]1 0 1’

th e ]’

u b b e r b elts illto a c c o u llt二 田; a n d

田 a re the e irc u la l·

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jtn m o a e , re sPe c rlv o ly.

1 n e c o ]1 5 1之In l In u lllPlle r 以 a llQ Pa re d e te r m in e d b a s e d o n the fi rs t tw o 一1飞o d e d a m Pin g

ra tio s in th is i一Iv e stig a tio rl.

I: 1 e a le t一I: , tio n o f la te ra [

s tit17 一le s s,

e o llde l一sa tio n o f s tit’lh e s s 15 g e n e l·

ally 一le e de d.

In ()一d e 一 to x℃d L一e e the e o ln PL一ta tio lla l w o l·

k.

a e e o rd in g

to rh e de fi n iti()n o f 】之zte r是一] s ti汀n e ss,

th e 爬 v e r se m a trix

o f th e fl e x ib ility m a tr ix,

、ti肠e s s n l a trix

,

15 o bl: lin e d

a 找e l·

th e l: Lte ra l d i、Pla e e m e 、飞t (、f the s tru e tu re s ub.j e c te d

to u 一飞ir 10 之飞d 15 e ale u la te d.

N L一m e 一ie之11 in te g r乏通j15 u se d to

s o lv e the d y .l a lllie e q u : Ltio ol s.

N ew m ar k一

p,1 1e tho d 15

: ,d o Pte d h e ,、,

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Pr()g ra一1 1 11a s b e e 一1 d e v elo Pe d fo 一 tlle

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s trL一e tu re u .ld e r s e is一1 1ie a e tio 一飞.

5 S o lu tio n to e n e r g y e q u a tio n s

111te g 一‘

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d isPla e e m e n t

l吸)11 (3 )

fr ()一11

w ith 一e sPe e一 20 tlle re la飞iv e

the tiln e tl飞认几 the 9 1℃ u xld

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e n c 一g夕山 ss iP之1 11(川 d c v 一e c

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tll c

s lru e tu r e a re a s fo llo w s :

附取}十[c 取}+ 区卜}一附扣扮

(3)

T he tll i一们e l r刀 ()f 一he :一b o v e e q t. a tio ll 15 e o rll Po s e d o f

the e o 一ltrib L一tjo 一1 0 1 rlle w 之lll e ]e llle ll一s a 一ld the e xlerg y

d iss iPa tio n d e v ie e s.

F u rrh e一‘

一1 1 () l℃,

一]Ic e n e一g y d iss iPa le d

b y tll e \v : 、11e le 一n e ll ts 15 tl一e s u lll (们h ()、e b y th e v e l“ie a l

tru s s e le n le、lts a‘飞d the s he a r sPrin g s.

T h e r e lb re,

th is

te r一刀 e a 一1 b e o b ta ilze d irld i一c tly b y e alc u l之轰ti一飞9 th e

e一Iv elo Pe d 之l万·

e a o f tI1 c l’( ) re e 一

de fo l一11之一tio 一1 11ys te re tie

e L一, v e.

T lle 一1 th e e 一le一‘

g y e q u :‘tio . l e : 1 11 b e e x PI’

e ss e d a s

E,

(t) = E * (l)+ 百 (l)+ E、

(I)+ 百 , (t) (8 )

W 11 e r e

w 11 e re 【几了!一n u t一ix : {K」

15 th e n la s s 一n a 眨一‘

ix ; IC I 15 th e d a ln Pin g、‘.、于.,

a卜曰Q尹

n勺‘户

‘15 th e la te ra l s tiffl le s s m a trix

g ro u n d

111 之Itl‘

IX

: , e e e 一e ra tio . 1 ;

{x },

份},

a n d 份}无、 15 tllC

之lre tlle

o f h o r iz o n *al re la t iv e d isPI之Le e ln e一It v e lo e i一y

七一记 u e e ele ra tio n ()f e a eh sto 一y,

比sPe e tiv c ly.

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E (, )一J衅一

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15 aPPro x im a te ly e (〕n e e , It生,

a te d

15 乏le t一ra lly a d ia g o 一l a ] l刀 a tl’

ix.

E011111叮

e 之一Ie u la tio ll 0 1‘

tlle d a m Pin g xn 之ztr ix,

th e a s su 一11 Ptio n

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i.

e.

,

th e d a n 1Pi一19 一1 1a trix

i、 tlle lin e a l·

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Page 6: EEEV2002

N 0.

2 J一之一1 9 H Lla一1] L一n 己r ‘11.

: N (、11 1一11e 之一百一

e a 一t llq L一之Ik e 【℃sPo 一1 5 e a 一1 之一lys ls fo 了·

se is一1 l le slit sll e 之l一 w 之1 11 srr u e 一tl一℃s2 3 1

百,

(;卜J艺R d 。,

(IOb )乙(E 、 )

,

w h e re E (l) 15 tlle to ta l se ism ie : 11Pu t e 一le rg y二 E 、(l) 15

the k il一e tic e n e r gy : 石 (t) 15 the d a rllPin g e n e rg y ; E、

(t) 15

th e e fl e rg y d is siPa te d b y tlle w a ll e le n le n ts.

a ss u m e d

s ePa 一a b le in to :一dd itiv e e o lltr ib L一tio n s E、气、 a n d E

飞、,

re Pre se n tin g the fo lly re c o v e ra b le e la stie s tr a in e lle rg y

a n d the d is siP: ltiv e Pla s tie 11ys te re tie e n e rg y ; 三z(t ) 15

th e e n e l·

g y d is s iPa te d by th e e n e l琶y 〔lis s iPa tio ll

d e v ie e s.

In [h e ti一11 e h is to ry a lla lys is.

the in e 一e m e 一l ta l

rc l之一tiv e d isP]a e e 一n e llt,

re la tiv e v e lo c ity a lld rela tiv e

a c e e le ra tio 一1 1一1 c a ell tirlle illte‘军al a re e a le u l是lte d,

a n d

t正le i门e ‘℃ 1lle 一1 〔a l 9 1’

o ollld : le e e le r : t亡10 11 15 k llo 认,

11.

A e e o ,一

d in g to th e N ew , n a lk一

p m e th、)d a d o Pte d i, 1 th e

a b o v e 一lu n le r ie a l i一lte g一‘

a l fo r th e tixn e h is to ry a n a lys is,

一见厂”厂

l一

‘/‘了

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, ·

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乏一l℃ Po stt一la te d in the tin le

w he re 产“ / 15 the m a s s o f th e zth p a rtic le ; 月, ,

呼“a

卿‘ngy

少e

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州llg 咧件 六川 c IU I之tt l、匕 v 匕 IU c l ty U l tl le jt fl p a ‘t宜c lc ,

“ “

I i

(l)T h e a e e e le r a tio ll 15 c o n sra llt.

ta k e n :一5 the

a v e r a g e V a lt一c O f the a e c e le l’

a tio n s a t 山e in s ta n t o f t ;

a n d l,+ △1

.

(2 )T h e 9 1义) tln 〔1 a c e e le l‘

是之tjo ll 、, a rie s 11搜飞e a rly w ith

tlll le.

(3 )T h e re sto ri一1 9 lb re e 、 o f w a ll ele m e n ts : l一ld

e 一le r gy d is s iPa tio ll de v ie e s v a一汉 lin e a rly w ith the

z℃ Ia 艺iv e d i、P]是更e e llle n t-

A e e () rd illg to th e 【一

irs t a s s u 一1 1Prio n.

111 the t i一1 1c

1Ilte rv a l灯,

I ,一 丛 l )

,

1 lle IO llo w lllg 丁o r n lu l之ls C 之111 1、c

o b ta in e〔! :

th e in e re m e n ta l d is p la e e m e n 一; 芜、(t i ) 15 th e g ro t川 d

a e e c le ra tio n ; N 15 一he to ta l n u 一n b e r o f th e P之trtie le s.

A c c o rd in g to th e third a s s tl一n Ptio n the 丘)llo w illg

fo rlllu 】a s e a n be (le五一

iv e d :

“百、

江t了

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a s st ll飞I Ptl()11

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d jn g 10 []l e

re la tlv C

凡e e o n d

t11e lb ll()w in g fo l‘

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(le fo r m :、tio n o f rh e zth 、rrL: e tu r a l e le flle llr; R , (t;

) 15

L11 c l‘

e s to r in g fo re e o f th e jth e n e rg y d is s iPa tio n d e v ie e ;

八1 1 , (I;

) 15 rh e in e r e , : le n t:一1 d e lb r m :飞rj〔) n o f th e.

zt]1

e n e rg y d iss iPa tio 一1 de v ie e : K 15 th e to ta l n tl一1 : b e一 o f tlle

s t一u e tu r a l e le m e n ts ; L 15 th e to ta l 11 u 一1 1b e r o f th e e lle rg y

d is s iPa tio n d e v ie e s.

T h e to tal e n e一g y 0 1‘

th e strLle tu re

e a n b e o b tajn e d by 之一d d in g u P th e e n e l,g y d is s ip a te d by

川 th e Pa rtic le s.

(l2)

二、 ,

.\

茁;

(t,)$r ,

忆r + , ) =‘

V,

咬l ) +

—s

、·

、’

△l

w he rc A l、

(t ) i、 rhe i, Ic l·

。 ; 11e n ra 一 g ro u ; ld

a e e e le r花ltio 一2 1一1 tlle t ill飞c i一lte 一v a l.

F11‘

s t,

the e 一le l,

g y (liss iPa tio ll o f the.

zth Pa lt ie le 15

e o n side 一e d.

T h e d y 一1 : l一11 ie e q u ilib l iu m e q u a tio n o f th e

6 0 Ptim a l a n a lys is fo r th e d e sig n o f e n e r g y

d iss iPa tio n d e v ie e

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5 1, le e tlle e rle rg y d is、iPa tio n d e v ie e 15 tlle n z ( ,、亡

im Po rta ,It e o m Po n e n t in e o n tro llillg th e re sPo n se o f tlle

slit w a ll,

it 15 n e e e s s a ry to e a rr y o tlt o Ptim a l a一la ly %15

fo r its d e sig n to o b ta in th e b e st e o lltro l e l一

1七e t.

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re s e是Lrc h,

th e c a r thq t于a ke re sPo rls e,

s t , eJI : t、

d isPla e e m e 一it,

a e e e le r a tio n w a s g e一le r a lly ta ke ll a s 龟11e

ta rg e t 印 11e tio n l*o 一’

th e o Ptiln a l se islllie d e s ig n o f

stru e tL一x e s ,

w llie ll 15 o llly s u ita b le fo 一e la s tie a n : llys is.

It

ha s b e e n w ide ly l℃ e o g 王ziz e d.

h o w e v e r, 芝h a t th e le v e l () l’

st一’

u e tu l4

al d a m a g e d u e to e a l’

th q u a ke s do e s n ()t de Pe rld

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e u m u la一ive d 之一m a g e re su ltin g fr o rn d is siPa te d

Page 7: EEEV2002

2 3 2 E A RT H QU A K E E N G IN E E R IN G A N D E N G IN E E R IN G V IB R AT IO N Vo 1

hys te re tie e n erg y sh o u ld b e ta k e n

T h e re fo r e ,

th e d a m a g e in d e x,

a lin e a r

lfl to a CCO U n t.

Co m b ifl a tio ll o f

th e m a x im u m

d is s iPa te d e n erg y

targ e t fu n e tio n,

re sPo n s e a n d th e a e e u m u la tiv e

(Park a n d A n g,

19 85 ),

15 ta k e n a s th e

又E z,‘

+ E、;

(18 )

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e x Pre ss e d a s fo llo w s

D _

压+卫乙 {dE

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w h C re

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a n d 百、 a re th e

erg y 可a 1 11 1

the

o f th e

th

hys te re tie e n e rgy,

e la stie

m e m be r,

r e sPe e tiv e ly.

O b v io u sly,

the o Pti一n al a n a lys is 15 to fi n d

the m in im u m d a m a g e in d e x

w he ,·

e 占对 15 th em a x im u m d e fo r m a tio n

s tru e tu re u n d e r e a r th q u ak e : 占u

15 th C

d efo rma tio n u n d e r m o n o to n ie lo a din g ; Q

o f the

u ltim a te

15 the

7 V 七r ifi c a tio n o f th e m o d e ls a n d n u m e r ic a lex a m Ple

e a le u la te d

a b s o r be d

Pa ra m e te r ,

yie ld s tr e n g th : d

hys te re tic e n e rg y :协15 th e

IS a

in c re m e n ta l

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e x Pre s se d a s fo llo w s

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一 0 4 4 7 + 0.

0 7 3 一 + 0.

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7 if

若/ d < 1.

7 ); n () 15 th e n o rm aliz e d a x ial stre s s

(re Pla c e d by 0 2 if n ()< 0 2 ); Pt 15 th e lo n g itu d in a l s te el

ra tio a s a p e rc e n ta g e (re p la e e d b y 0 75 % ifP , < 0.

7 5 % ):

a n d P、

.

15 th e e o n fi n e m e n t ra tio.

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s tr u c tu re ,

it 15 rePre se n te d a s fo llo w s

7.

1 Sh a k in g ta b le te s ts

In o rd e r to e x a m in e the s e is m ie Pro Pe rtie s o f rhis

slit sh e a r w all s tru c tu re, sh a k in g ta b le te sts w e re

e a rried o u t.

A l/5一 se a le rn o de l o f 10

一s ro 叮 sh e a r w a ll

s tr u e tu re w ith th e h e ig h口w idth ra tio o f 5.

6 w a s te s te d.

O n e slit w a s b u ilt in the e e n te r o f th e sh e a r w all,

w he re

a b a n d o f ru bb e r w a s fi lle d in a n d fo u r s te e lb a rs w e re

Pla e e d o n e a c h fl o o r le v e l to Pe n e tr a te th e ru b be r b elt.

T h e o v e ra ll d im e n s io n s a n d d e ta ils o f in te r一s to ry

re in fo re e ln e n ts a re sh o w n in Fig.

6.

M ie ro 一e o n e re te a n d

m ild ste el w ire s w e re u s e d in the e o n str u e tlo n o f th e

m o d e l.

T h e m o d e lw a s e a st v e rtie a lly s to ry by sto ry

T h e d e s ig n a n d e o n s tru e tio n o f the m o d e l m e t th e

re q u ire m e n ts o f sim ilitu de th e o ry.

T h e a e e ele ra tio n

re e o rd o f E I C e n tro N一

S (194 0 ) w a s u se d a s th e in Pu t

e a r thq u a k e w a v e,

in w h ieh th e d u ra tio n w a s

e o n d e n se d a n d the a e e e le ra tio n a l刀Plitu d e w a s se a le d

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2 34 EA R T 日QU A K E E N G IN E E R IN G A N D E N G IN E E R 】NG V IB R AT ION Vo LI

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Page 10: EEEV2002

N O Z Jla ll g H u a 盲IJ一n 尸l ‘11.

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Page 11: EEEV2002

2 3 6 E A R 丁HQU A K E E N G IN E E R IN G A N D E N G IN E E R IN G V IB I之戊1气

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