View
1
Download
0
Category
Preview:
Citation preview
!
41" !
1#
2021$
2%
&
'
(
)
*
(
)
+
,
EARTHQUAKEENGINEERINGANDENGINEERINGDYNAMICSVol.41No.1 Feb.2021
!"#$
:2020-06-11; %&#$
:2020-09-01
'()*
:-.(��[�ª6¯
(51878130)
Supportedby:NationalNaturalScienceFoundationofChina(51878130)
+,-.
:>ÔÏ
(1977-),A
,¬
,DE
,FGHIRW³ô�¡�]JKL'1B
.Email:zmh7716@163.com
1234
:1000-1301(2021)01-0053-10 DOI:10.13197/j.eeev.2021.01.53.zhangmh.007
,`�
RC?åBC©amn=��]��bc
!ab
,c
d
,e*f
,1
g
(©�)ëo[ ÷-()[�
,789 ]^_
150040)
K
L
:Ã�x��ÁR£ÞÚóôõö÷
(RC)iÙJKL'W³~�»JKV²�sTÍ�Ò
�yH
,H(Ð
、Ò�r£~qr�s
3�N.¡=x�¢
。lyzJK{3§)X
,£ÞÚvá�
�È�ãÕ�T�Wå¤éåJKKû
,$�x£ÞÚ*
RCiÙf�T/0ª�
。&'BC�Ñ
fg
,lJKm´&'ª�p
,£ÞÚvác�óôõö÷iÙ2Qqr
,ÍG��{3T£ÞÚ
RCiÙJKxl&'ª�«PQs/Z³F£
。LaJ£~ÆM�m�¢J£wg
,jYTÓ.
iÀ
、ÔÕTÓ.iR
,JKT$ö³Z~-.ÿ×iu
、ý³³ZiI
。uXéǯ^.�Tyz
¡��WLaJ£
,H�Wf�¥2
,�¢x��5�"�ÁRJKL'W³T��¡�
,! JK
T{3��¡=xº1
。
MNO
:£ÞÚ
;RCiÙ
;L'W³
;��¡�
;�
PQRS4
:TU375.2 1TUVW
:A
AreviewofthemethodsofstrengtheningRCframeswithmasonryinfilledwallstructures
ZHANGMaohua,PANGLue,DINGJunnan,WANGDan(SchoolofCivilEngineering,NortheastForestryUniversity,Harbin150040,China)
Abstract:Thispaperreviewsseveralkindsofstrengtheningmethodstoimprovetheseismicperformanceandmodifythestructuraldamagemodeofinfilledreinforcedconcrete(RC)framestructure,andanalyzedifferentreinforcementmethodsfromthreeperspectives:thestrengtheningtechnology,strengtheningeffectanddamageform.Intheprocessofbuildingstructuredesign,amasonrywallisusuallyregardedasatypicalbrittleandheterogeneouscomponent,theinteractionbetweenmasonrywallandRCframeisnottakenintoconsideration.ManystudiesaboutearthquakesshowthatthemasonrywallismorelikelytobedestroyedbeforeRCframestructures,unreasonablydesignedinfilledRCframestructuresmayleadtoadverseconsequences.Theresultsoftestsandnumericalsimulationshowthatusinglowerstrengthbrickorhigherstrengthmortarcanslowthestructure’sbearingcapacityandstiffnessdegradation,andtheenergydissipationcapacityofthestructurecanimprove.ThisreviewpaperalsoanalyzesaseriesofnewconstructionmaterialsthatcanimprovetheseismiccapabilityofaninfilledRCframestructurefromtheperspectiveofmodificationmechanism,andthedesignmethodforfillingwallsisdiscussed.Keywords:masonrywall;RCframe;seismiccapability;newmaterials;review
&
'
(
)
*
(
)
+
, !
41"
XY
£ÞÚ
RCiÙJK5B±�jY£Þóôõö÷iÙñ��T�ãô´��JK
,H((ÐÖ¨
、à
î�sÒåT�0±¤�È�DÇo�°ÞßTyzk�f�
。
£ÞÚ³$HØ�QRõö
,Ät
RCiÙTdS
,ÁRJKT$ö³Z
[1],õ5£ÞÚTÒ@[p¦
¾�ÐoiÙÑhØT�Z
[2],ðç iÙJKOUm´kÑõ�bqr
,ñ£ÞÚ
RCiÙJK=Ñû
N�lÑThÁ2Q��qr
[3]。M§!áT5
,£ÞÚ
RCiÙJKTL'³Z!åÖ¨TÒ;f~
,ñ
5û/ð�D[ª�TJ£
,X-¦=
《yzL'{3|}
》(GB50011-2010)XÍ�Ä£ÞÚ*
RCiÙ
f�/0ª�T{3��ÂãÓûZ³F£
,É
2015$
Gorkha&'TBC�Ñfg
,ÍG��{3T
£ÞÚ
RCiÙJKTqròc¥¦liÙÑ�
[4],%*JKL'{3X
“ÓÑTk
”T{3X=ZZ
。
¯^.�o?[; £ÞÚ
RCiÙJKTÒ�yH~�³��¡=x1B
,ì�£ÞÚlm´&'
ª�pÓOU´qr
,%ãqr�PϦ¥�WT4\
。\Û £ÞÚ
RCiÙTÒ�yH:8
3��
N
:�5v§�P�E�s:±T
RCiÙ*£ÞÚf�T/0ª�Ó.
;Ò5v§{îÔd{HÏq£Þ
ÚT�P
;È5v§����¡�jzÚk±JKTqr�sì�WNÄWW×
。tuxH(Ð
、Ò�r£
~qr�s
3�N. �¡=�¢
。éÇ£ÞÚ
RCiÙJKTm¯ZLa~ÆM�¢J£Û]¯^.�
Tyz¡��WLaJ£
,tuHJK´Z4W~¡��Wf��¢x��5Z�£ÞÚJK{3G�T
��yz¡�
,! JK{3��¡=xº1~jÕ
。
1 ¤'ë¡
£ÞÚTÒ@5¶�"�ÁRJKTL'³Z
,()�
RCiÙ*£ÞÚf�T/ -.
、/ Ó.~
�E�s
[5],Z[T�EÓ.Â�PRÊ|�N�Tõö�2l£ÞÚ~
RCiÙ�TvK
,¦Â�PÒ;
f�T/0ª��s
。
1.1 îH¤'
-W�E5l£ÞÚ
RCiÙJKX±�°ÈÞßT�E�s
,-W�ETIl5lJKm´&'ª
�p
,£ÞÚ³$HØ�QRõö
,±â
RCiÙTP�
,ÁRJKT$ö³Z
。õ5-W�ETÉ0¦å
ág¾
,ì�jkJKÓ.wÀ
,Úkl2QÓâTP�T¾Æ«¦�ó´qr
,T�
,£ÞÚ*
RCi
Ù��E]ÂÐoJKT-.
,±âJKT(+×#
,±QR&'Z JKPQÑoTª�ro
。
2008$WXo&'TBCJ£
[6]wg
,��-W�ET£ÞÚ
RCiÙJKTjkÂÏq
RCiÙTP�
,Ò;
f�T/0ª�ÂOÖP�TÐoñZýÐo
,HñãjkJKTÊ�qrH>pq
,RCi٦´
qr
。
1.2 dH¤'
X-���T
《yzL'{3|}
》(GB50011-2010)y¹xå$/£ÞÚ*iÙÑDdF��ÖW
�E
,l£ÞÚ*iÙf�D¥Zâ�
20mmT�+
,��<=>?AB+��0F<×Ø2A¡�£Þ
,
!±�ÙÚÛF�g*W�Q¡�QT
。��ÖW�EÃÛÄt£ÞÚ~
RCiÙf�TE]
,¶·£Þ
Ú§7mqr
,¦ÃÛ±âÚ*iÙf�T/0ª�Ó.
。
��ÖW�ETJKeMÄW�Æ
(/ÏeM*ÙheMfv
)R�-W�E
,ý³³Z¦NR���-
W�ETJK
[7-9],%áÜÖlm´M[Ó.T&'ª�p
,��ÖW�ETJKâam&W~$öZT³Z
ÑÓ
。9
1\à��5ì
Aliaari[10]~
Markulak[11]{3T��ÖW�E�s
,l£ÞÚ*iÙÑf�{î�
W�ESî
,F;l£ÞÚ*iÙÑ�ETÉÊ��Ó.wÀTjY
。��%ÿT{3
,l2QâeMpÃÛ
ì£ÞÚ~
RCiÙD[$Hõö
;ïeMÐo�z).p
,jkJK*
RCiÙf�T�W�ESîFÀ
Ó.jYÿ¥(ª
,£ÞÚ*iÙf�WÈÖW�E
,JKTL,M-.±â
,P�³ZÐo
。
Ý�±�ÖW�EÃÛ±·£ÞÚ
RCiÙ6�TV²
,õ5ì�£ÞÚ5ìÔ\TjYK�T
,É
£Z0��(Ïq£ÞÚRÊ��NeMTyH
,Úklm´RÊ�õöª�pÓOU2QjY\kFp
q
,%ãàáÃÛv§{î\Jô~lÚÊèÞ"¡F1�óôÚTyHl�z).�^)
。
45
!
1# >ÔÏ
,M
:£ÞÚ
RCiÙJKÒ���T1B¦¹]jÕ
Q
1 :tdH¤'
[10-11]
Fig.1 Newflexibleconnections[10-11]
É9
2\à
,{î\Jô�
2ãH(��
[12]:(1)lï@jYX#@UNóô!,Õ£Þ
;(2)lÚk
QRÔÕTXß@óô
。{î\JôÃÛÁR£ÞÚTLô³Z
,lJK2QoeMp
,ÃÛâwÚk*i
Ùf�T�E
,¶·jY\k~Úkpq
。×��
[13]TLaJ£fg
,{îK6�ÑTÚkv×vÚkT
dSõöR¤ÁRx
175.6%,P�³ZÁRK
6î
,ý³³Zg¾§Á¤
。Papanicolaou[14]TLaJ£
fg
,��lÚÊàYMß?çôT��Ò�TÚklRÊ��N�TP�³ZÑÓ
,%5ðÈOÖÚkP
�TÐo
,?çô*QáÔÕhiPQ�M
,õ!Íâ
FRPÒ�TÚk�ÿ2Q?çãý
,?çô·�ÃÛ
¥¦*QáÔÕf�TÄÅZÜWÏqÚkRÊ��N�TeM
,©yÚkpq
,É£l?çôÁØÐÒ1
�yH
,ÃÛ¡�8ÁRÚkTÄW
[15]。
Q
2 eB =;gmn
[12]
Fig.2 Methodsofreinforcement[12]
2 �A©a
2.1 fH©a
*RÊ|�N�Tqr/v
,£ÞÚ
RCiÙJK�RÊ��NTpqxÂãÑÒs/TF
£
[16-18]。¯^³(ÁRÚklRÊ��N�PLõö³ZT
3ãFøø���5lÚÊèÞ
FRP、TRM(?çä¢ÐÓÔÕ
)~
FRCM(?çÐÓQáÔÕ
)。FRP5B±�¿åæçªÈf�èx?çä¢èÞ
lÚkfÊ
,TRM5B±�QáÔÕé÷?çä¢èÞlÚkfÊ
,FRCM5Bx?çÐÓÔÕrEêë
lÚkfÊ
。¯T5"�?çä¢~ô�¡�:ÏqÚk�RÊ��NTeM
,ÁRÚkPLRÊ��N
�õöT³Z~/ÏP�³Z
,w³±JKl{¿õöª�«ý\ÑûT³?
。
2.1.1 FRP±�
FRPÒ�ÚkT(Ðvá�È
4�89
[19]:(1)jkfÊ&R
;(2)ljkfÊëì�SfJè
;
(3)�{3G�èÞ?çä¢
;(4)nà?çä¢*jkf�Tï+
。É£�}G
,ÃÛ±�ûS?çä¢
55
&
'
(
)
*
(
)
+
, !
41"
¬\íTÓ.
。
FRP��ÁRjkJKâam&W~¤©WT³Z
[20-22]。Valluzzi[23]v§La~ÆM�m2¦
:lj
k�, Üàî
FRP¡�³(�r&ÁRÚkRÊ|�N�TL�Ó.
,Ì-.wâT
FRP¡� �ÁR
Úk/ÏÓ.Ñ�r
。Antonio[24]TÆM�¢J£fg
,±�
FRP�6T£ÞÚl$öZ~P�³Z�¤
o1ÁR
,RÊ|Tqr�sÂì�ZT/��àHÔÕ*jYf�T\GqrWPÈÔÕTç`qr
,ì
�QáÔÕTLçÓ.NR��fJÓ.
,jYTLçÓ.NR�L\Ó.
(K
10î
),\ÛÃÛ¶·7#
ÚkSTT¥¦
。
±�
FRPÒ�TÚkó¥¦Tµr�s�ÔÕTç`qr~?çä¢ýSFHjk�kfÊ�
Ô
[25]。É£?çä¢TÓ.wÀF±�?wâ
,?çä¢xl2QoP�pýS
。É£?ç䢱�?w
oõÉÊ0�Tfs1�
,qr�sf¦È?çä¢HÚkfÊ�Ô
[26],��
Foraboschi[27]Á¥T
“÷ï
fè�
”~
“1ê�
”³(¶·
FRPHÚkfÊ�ÔTµr�s
。õ5R±?çä¢lØ��PwoTÉÊ
2QýSF�Ô
,ljk2Qç`qrF?ç䢷³('©yjY\k~ÏqRÊ��N�eMT
ª�
。
2.1.2 TRM±�
TRMÒ�jkT(Ðvá�
3�89
[28]:(1)lÚkfÊëì!�SQáÔÕªÈhS
;(2)�
{3G�èÞ?çä¢
;(3)üí!ÒSQáÔÕ
。*
FRP/[
,TRM¦ÃÛ±�ûS?ç䢬{3
\íTÓ.
,TRMTÒ�W³lÓo).�()�?çä¢*QáÔÕf�TfJZ
,ÃÛv§±?çä
¢ÏcîïæçT��(§ÑITr£
[29]。
TRMÒ�ÃÛo1.ÁR£ÞÚlRÊ��N�TÓ.~P�³Z
[30-31],!ÌZ�PÚkTÉU-
.
[32]。Yardim[33]±�<ð??çÔÕé÷óñÚÒ�TÚkTL�Ó.ÁRx
412%。Guerreiro[34]TL
aJ£fg
,TRM*>xjkJKl×[
、¢�~fs��³ITòOW
, jkfÊR&.TG�wÀ
,
ÃÛlÑÒsóT¿À«±�
,!Ìì
TRMÒ�TÚkTÓ.
、P�³Z~ý³³Z¤��
FRP[35]。TRM
T\G=ÈÃÛ�È
2���
。!
1��
,õöìô�¡��k$H
;!
2��
,��kG
cû/dS
,oZc®?çä¢
,fF?ç*���/ܵr
,°Vä¢dU2QýS
,%ãµrfqwg
TRMTÒ�r£*é÷T?çä¢SÆ�÷v
[36]。TRM�
2ãqr�s
,ï±�fs1�FÀÓ.?ç
ä¢p
,µrf¦È?çTýS
;ï±�ÀÓ.ÔÕp
,µrf¦È?çä¢T�Ô
[37-38],È©y?çä¢
T�ÔãÚkRÊ�$öZT%T
,}GpÃÛ��fs1�ÁR?çä¢*Úkf�T�EÓ
.
[39-40]。
2.1.3 FRCMFRCM
H((ÐÖ¨
,rExô�?çTô�¡�êëlÚkfÊRìÒ�ÚkTr£
,��fJ
³ZÓ~*N[WIT�0
[41-42]。ÛèT1Bw`
,FRCMÃÛ¾�ÁRõö÷k
[43-44]TÓ.
、ÄW~ý
³³Z
。LeeM©
[45]T1BJ£fg
,êë
FRCMÒ�TLûT/Ï$öZv �LûÁRx
96%,ñ
FRP:�TLû/ÏõöÆÁRx
33%。Sevil[46]±�ó?çÐÓÔÕÒ�Úk
,RÊ|�N�TL,M
Ó.ÁRx
2.02î
,ý³³ZÁR
2.1î
。Soleimanidashtaki[47]TLafg
,±�
FRCMÒ�£ÞÚ
RCi
ÙJK
,ÃÛ¾�ÁRJKT&kÄW
,!xÚkT�tW³HÕ�T
“NOfK
”WPÈ
“k
”�
,ÁRxJ
KTÒåW
,o1ÁRxJKý\³?T³Z
,ÁRxJKpq^T/ÏeM
,±£ÞÚlZ[��~Ó.
T&'ª�«T$öZo1ÁR
。
2.2 gH©a
.WÒ�5BljkÚ�1�0�Fâ¹-W¡�TÒ���
,9
3\àT5ìó�Ò�T£ÞÚ
,Ò
���ɫ
:(1)U�ÚkfÊ
;(2)±�QáÔÕ£ÝETï+
;(3)àîZ%ó¹º
;(4)àî0�Fâ¹
-W¡�
;(5)±�óé¹õ�z-W¡�
。.WÒ����S~öþ�ð
,× JKÐÒ¸?/?T�
0
,!ÌZ¿ÀJKTP�³Z
,¦ZÂ�PÚk*
RCiÙf�T-.v
[48]。Z%ó¡�T×[�z
W~RfsW¦³ÈH(é?ÁÂâw
。
Antonio[49]TLaJ£fg
,Ò�FTÚk*ÍÒ�TÚk/v
,RÊ|�NTQR$öZÁRx
45.7%。ljk¥¦êSTF
,Z%ó0TÒ@±&�jkWP����"�÷ÙTJK
,ÃÛÄtSTT
2j
。Endo[50]±�¹º��x-�~ó�1�lÚk�
,ÚkTRÊ�LôÓ.~ô7P�³ZÛ]R
65
!
1# >ÔÏ
,M
:£ÞÚ
RCiÙJKÒ���T1B¦¹]jÕ
Ê|L�Ó.¤�¾�Á¤
。Yang[51]TLaJ£¾à
,Ò�FTÚkl[Mõöª�«TNO).v
URMÚk
(»ôjkÚ
)À
75%,L�Ó.¬
URMÚT
4.2î
。.WÒ�/v�øWÒ�T�Ð5Ãö
þW
, �¥¦V²TÚkÃÛxó�ö�F¡=ç[
。
Q
3 h×Ë©a=�A
[48]
Fig.3 Infillwallmodifiedbysteelplate[48]
3 :tÕÖ
�
URMÚ
,��qr5°Õ�Tqr�s
,ïÚk$´RÊ|�N�Tõöp
,*SjYf��
��oZ
,STxòc¥¦lQáÔÕT�!Zý3jÄGr>Úk2Qqr
。Perrone[52]TÆM�¢J
£fg
,jYT-.µ¶£ÞÚ
RCiÙJKT*W×#
。É9
4~9
5\à
,ªù
[53]~)C
[54]TLa
J£B¥jYTÓ.iÀ
、ÔÕTÓ.iR
,JKT$ö³Z~-.ÿ×iu
、ý³³ZiI
。
Q
4 § k�
-��+é�}~�i
[53] Q
5 ijñ��i
[54]
Fig.4 Peakstresscontrastcurvesofstirrup[53] Fig.5 Cumulativeenergydissipationcurves[54]
�å$/£ÞÚ
,ÃÛv§NjYXÒ@2Aè
[55]F;·é£�
[56]¬±·JK(/T¯T
,�P
jYTÓ.ÃÛ`¦BJÚk~
RCiÙT-.vT¯T
,Hñ±JKTµr�sH�WNÄWW×
。
Dautaj[57]TLaJ£fg
,��ï@jYTJKTqr�sFG5£ÞÚT��qr
、kÑJ0qr~ì
�iÙYØ´ôñ��
“bú
”,û�ÄWqr
,��`@}÷#TJKTFGqr�s=5Ñ~ÚkT�
�qr
,û�Õ�T�Wqr
。Chourasia[58]l±�·éüýjYjzTÚkX,ÕqªþÑTLaJ£
wg
,%ÿ'ÃÛ±·JK(/
,¦ÃÛÁRJKT$öZ
。
£ÞÚT��$öZlÓo).�()�ÔÕTZ[W³
,ì�jzÔÕTLçÓ.�PR�fJÓ
.ÆKî
,Ìÿ!�?ÓR
,ÓâTP�U³Ã£qr
,\Û£ÞÚ
RCiÙJKT�TWÃÛ]ð�jz
ÔÕfJÓ.Z�~�W§R
[59]。¨û[;v§NjzÔÕXÒ@?ç
、<�¢Û]"k¡�
,¦ç:Á
75
&
'
(
)
*
(
)
+
, !
41"
RQáÔÕTZ[W³
。
ÈxÁRQáÔÕTL\Ó.
,ÃÛNQáÔÕXô@?ç¡�
[60]。*¥�?ç
[61-63]/v
,©6?
ç
[64-66]¥¦��iTZ[W³�ÈQáÔÕÐÓW³Tòü¡�
。Meng[67]NÔÕXô@#$%?ç
,?
çô?
0.3%p
,QáÔÕTL\Ó.ÃÁR
55%,ý³³ZÁR
110%。Feng[68]TLawg
,%?çTÒ
@±QáÔÕTmSL\fJÓ.ÁRx
33.56%。õ5ì�©6?çfʧ�Õ�
,H
X&æ~
CT�¢
J£ÃÛQ¥
,?ç
-ÔÕÇÊTQáQ×P¢w¸
[69],ðç
,ÈxV§ÑITr£
,ÃÛIcx?çfÊ'
`
,F;���g×[�s ?ç¡=�W
,Trejbal[70](×v?ç�)ÈMÔ4¶®T*+?ç
,?ç*Q
á�k�EÑÈ��±?çQáÔÕTLçÓ.~L\Ó.¡�8§xÐÓ
。
ÈxÁRQáÔÕTfJÓ.
,ÃÛN�X,Ò<�¢F;ÃÛ-¡QáQ×T"k¡�
。<�¢T
Ò@³(ÁRQáÔÕTÓ.
、fÞW
、ò*W
、LXW
、́×[W~´$W
[71-72]。Aggarwal[73]~
Ma[74]T
LaJ£fg
,wÀô?T¿åð?.Ø/^~<ð?.Ø/^Âظ¿ÀQáÔÕTLçÓ.
,õ5Lç
qr�º0ì�WqrNÄWqrW×
,!ÌL\Ó.~1W�\ÁR
。Wang[75]1Bx<ð?.Ø/^
�WQák�T×[f�
,<ð?.Ø�4ú�T2�*QáQ×Q�T
Ca(OH)2lR30û«no��
íÚ4JK
,xQáÔÕXTï+£Þ!�J':
,��ÑÒ£�Ìa�TJK
。È©y<�¢lQáÔ
ÕXÿ<�Y��ST0
,Kong[76]d2x�ãl<�¢�WÔÕXPQ5.<�¢�àT�
,±�6W
¶oW<�¢/^ QáÔÕ¡=�W
,l6ZTª�«
,<�¢78ÂÅêlQáÔÕTfS
,��<�
¢8?wRT£�â[S
,�"�óôõö÷JKXTóô
,ÈQáÔÕ$HØ�\GoZ
,!Ì<�¢/
^t§K�}9
,��£ÞÚTjzpÂX@jYT*+X
,ÁRjY�QáÔÕf�TfJZ
。"k¡
�XT
SiO2、Al2O3、Fe2O3��±Qá�éXPQQ×Ù.:
(CSH)~Q×;.:
(CAH)M0�Tn
oP¢
,±�JKÑÒ£�
,ðçQáÔÕTLçÓ.§ÛÁR
[77],QáQ×¢TÐÒ¦áÜÖQáÔÕT
fJÓ.xOfÐo
,ÃÛÄtÚkSTT¥¦
。±�Ù"
[78-79]~8]ÑâT#$Ö~¸$Ö
SiO2[80]
�ÁRQáQ×).Tr£�åáZ<
,õ"k¡�¦!å8]iâr£iI
,Garg[81]~
Seifan[82]TLa
J£fg
,#$
SiO2(NS)Tr£G��¸$
SiO2(MS),NS~MSTJ�±�Tr£°I
。
Èx[pV§wITL\Ó.~fJÓ.
,ÃÛ[pNQáÔÕXÒ@"k¡�~?ç¡�
。ì�Ò
@x³(-¡QáQת�T"k¡�
,QáQ×P¢ÐÒ
,�W¡�8ÒÓ
,ñ?ç=I³ÐÒQáÔÕ
TÄW
,"k¡�-¡Qת�ñPQTQ×P¢+=I>Ýxì�?ç¡�T?QWñ±¸TQ×P¢
。
\Ûï"k¡�*?ç¡�[p±�p
,³(¬VÑ»��£ÞÚjzTW³
,Yu[83]v§��5La1B
x
NS~<>?@
(PVA)?ç QáÔÕýSW³~Z[W³Tµ¶
,2¦
NSÃÛÁRQáÔÕTô7Ó
.
、ýS³
、ýS1W
、åÇSABÁ>deM~�WBÆ
,ñ
PVA?ç³(¿À�WBÆ
,CúDETJ£
¾à
NSTQת�l
PVA?çfÊ��x0�T
CSHöÛ
,�»x
PVA?ç*Qá��kf�TfJ
r£
,!v§?çóí`¦x�rTõöc®
。Stynoski[84]TLaJ£¦fg
,ÙFTÒ@ÃÛ±ÔÕ*?
çf���Ñ£�TÇÊ
,?ç*Qá�kf�ÑÓTÄÅfJ³ZÁRxQáÔÕTýS1W
。
4 B�dbc
jk£ÞÚ
RCiÙJKTST0l�Úk
,ÚkTST0l�jzÔÕ
。ì�jzÔÕTÓ�W~
fJÓ.ÀT4W
,STxòc¥¦lÔÕT�!ÜWÄG2j
,/v�ljzm�fFgy6ÔdyH:
ç[ÚkTW³
,éÇÚk´Z�¢J£���»W³T��¡�¡=jzlH(�ÑÖð
,!̨û[;
TLaJ£fg
,�WFT¡�lW³�TÁ¤ÃÛ¬
50%H>ÑR
,ɣ��`�()X
,ÃÛ(§K
��ÌTr£
。
jk£ÞÚ5�ãìÔ\TjY��TJK
,¦»H(¿ÀTZ[~jz� T��óãR±�
���yz¡�~0�TÒ�yH
,·�ó¬ZlLaX§TW³
,ÃÛ�Äx
3DGH� o��
H(X
,³(ÑÒºðTpqH(Ó.
。T�
,ÚklH(m�fF�t�Ó"lZqr�JKT^Á«I
Ð�$ö³Z
,l¢íÚÊ�2jTJ¥
,ÃÛlÚkXM@¸�KШ%
,lyzm´&'ª�FÃÛÊ
�îzV²0
, $öZ¿À§oTÚk�(}GTÒ�yH
。
£ÞÚ*
RCiÙf�T/0ª�Ó.§o56�
RCiÙJKV²T/Gð�
,ÃÛ���Ss£Þ
85
!
1# >ÔÏ
,M
:£ÞÚ
RCiÙJKÒ���T1B¦¹]jÕ
ÚFxÚk4��Z[TÉÊ!��Z[Ó.TjY
,l{3�xÚk¡=�É
,±Úk*ÉÊlZ[´Z
��Ùdÿ¥(ª
,³(±&kJK��ÑITL'W³
。
éÇL'{3|}�¥TÇ Ò�.~d�åJKKûL'{3TëSÒ�.noL
,ÃÛðzª�
låJKKû�T&'Z
[85],��5 4�/GTyz¢¡=L'{3p
,�(Ò�yHÂ�P£ÞÚT
é?
、-.
、~�v~(+M¯
, ëÊÒ�.T¶oÂOf2Q�P
[86],õ5¯^ £ÞÚ
RCiÙÒ�
��T1B�×êXl£ÞÚ~*�/E]T
RCiÙTV²ro�
,ñ$�x yz&kTµ¶
,\Û
%��ÊT1B¦oï§ÝÞ
。
��1T
:
[1] �Nú
,44�
,.<O
,M
.õö÷ï@jY£ÞÚ
RCiÙL'W³La1B
[J].yzJK[�
,2012,33(2):110-118.
HUANGQunxian,GUOZixiong,ZHUYanru,etal.ExperimentalstudyonseismicbehaviorofRCframewithconcretehollowblockinfilledwall
[J].JournalofBuildingStructure,2012,33(2):110-118.(inChinese)
[2] BATIKHAM,ALKAMF.TheeffectofmechanicalpropertiesofmasonryonthebehaviorofFRPstrengthenedmasonryinfilledRCframeunder
cyclicload[J].CompositeStructures,2015,134:513-522.
[3] NINGNing,MAZhongguo,ZHANGPengpeng,etal.InfluenceofmasonryinfillsonseismicresponseofRCframesunderlowfrequencycyclic
load[J].EngineeringStructures,2019,183:70-82.
[4] SHARMAK,DENGLijun,NOGUEZCC,etal.FieldinvestigationontheperformanceofbuildingstructuresduringtheApril25,2015,Gorkha
earthquakeinNepal[J].EngineeringStructures,2016,121:61-74.
[5] FURTADOA,RODRIGUESH,AREDEA,etal.Influenceoftheinplaneandoutofplanemasonryinfillwalls’interactioninthestructural
responseofRCbuildings[J].ProcediaEngineering,2015,114:722-729.
[6] ZHAOBin,TAUCERF,ROSSETTOT.Fieldinvestigationontheperformanceofbuildingstructuresduringthe12May2008Wenchuanearth
quakeinChina[J].SteelConstruction,2009,31(8):1707-1723.
[7] JIANGHuanjun,LIUXiaojuan,MAOJunjie,etal.FullscaleexperimentalstudyonmasonryinfilledRCmomentresistingframesundercyclic
loads[J].EngineeringStructures,2015,91(91):70-84.
[8] PENGQuanmin,ZHOUXiaojie,YANGChenghao,etal.InfluenceofconnectionandconstructionaldetailsonmasonryinfilledRCframesunder
cyclicloading[J].SoilDynamicsandEarthquakeEngineering,2018,108:96-110.
[9] Pu�
,}
Z
,N¤Q
.Z[�E�sÏqô�Ú�£ÞÚ iÙL'W³Tµ¶
[J].yzJK[�
,2020,41(�
1):196-203.
BIANWenjun,FANLi,LIShengqi.Influenceofprefabricatedcompositewallpanelinfilledwallwithdifferentconnectionmodesonseismicper
formanceofframe[J].JournalofBuildingStructure,2020,41(S1):196-203.(inChinese)
[10] ALIAARIM,MEMARIAM.Analysisofmasonryinfilledsteelframeswithseismicisolatorsubframes[J].EngineeringStructures,2005,27
(4):487-500.
[11] MARKULAKD,RADICI,SIGMUNDV,etal.Cyclictestingofsinglebaysteelframeswithvarioustypesofmasonryinfill[J].Engineering
Structures,2013,51:267-277.
[12] LINGESHWARANAN,POLURAJUP.Analyticalstudyonseismicperformanceofbedjointreinforcedsolidbrickmasonrywalls[J].Materials
Today:Proceedings,2020,33:136-141.
[13] ��
,í)�
,�¬R
,M
.��|îsK6��Tï@jYÚkL'W³La
[J].&'()*()+,
,2018,38(2):210-219.
ZHOUXiaojie,SONGLinjie,CHENPeiqi,etal.Seismicperformancetestofhollowblockwallwithbuiltinstructurescheme[J].Earthquake
EngineeringandEngineeringDynamics,2018,38(2):210-219.(inChinese)
[14] PAPANICOLAOUCG,TRIANTAFILLOUT,KARLOSK,etal.Textilereinforcedmortar(TRM)versusFRPasstrengtheningmaterialofURM
walls:outofplanecyclicloading[J].MaterialsandStructures,2007,41(1):143-157.
[15] ALJABERIZK,MYERSJJ,ELGAWADYMA,etal.Pseudostaticcyclicloadingcomparisonofreinforcedmasonrywallsstrengthenedwith
FRCMorNSMFRP[J].ConstructionandBuildingMaterials,2018,167:482-495.
[16] DHANASEKARM.Shearinreinforcedandunreinforcedmasonry:Response,designandconstruction[J].ProcediaEngineering,2011,14:
2069-2076.
[17] MAGENESG,CALVIGM.Inplaneseismicresponseofbrickmasonrywalls[J].EarthquakeEngineering&StructuralDynamics,1997,26
(11):1091-1112.
[18] MARCARIG,MANFREDIG,PROTAA,etal.InplaneshearperformanceofmasonrypanelsstrengthenedwithFRP[J].CompositesPart
B:Engneering,2007,38(7):887-901.
[19] MALJAEEH,GHIASSIB,LOURENCOPB,etal.FRPbrickmasonrybonddegradationunderhygrothermalconditions[J].CompositeStruc
tures,2016,147:143-154.
[20] JUHASOVAE,SOFRONIER,BAIRRAOR,etal.Stonemasonryinhistoricalbuildings—Waystoincreasetheirresistanceanddurability[J].
EngineeringStructures,2008,30(8):2194-2205.
[21] GATTULLIV,LOFRANOE,PAOLONEA,etal.PerformancesofFRPreinforcementsonmasonrybuildingsevaluatedbyfragilitycurves[J].
95
&
'
(
)
*
(
)
+
, !
41"
Computers&Structures,2017,190:150-161.
[22] ELDIASITYM,OKAILH,KAMALO,etal.StructuralperformanceofconfinedmasonrywallsretrofittedusingferrocementandGFRPunderin
planecyclicloading[J].EngineeringStructures,2015,94:54-69.
[23] VALLUZZIMR,TINAZZID,MODENAC,etal.ShearbehaviorofmasonrypanelsstrengthenedbyFRPlaminates[J].Constructionand
BuildingMaterials,2002,16(7):409-416.
[24] ANTONIOMD,STEFANODEM.EnvironmentallyinducedlossofperformanceinFRPstrengtheningsystemsbondedtofullscalemasonrystruc
tures[J].ConstructionandBuildingMaterials,2020,249:118757.
[25] TUMIALANJG,GALATIN,NANNIA,etal.Fieldassessmentofunreinforcedmasonrywallsstrengthenedwithfiberreinforcedpolymerlami
nates[J].JournalofStructuralEngineering,2003,129(8):1047-1056.
[26] VASQUEZD,SERACINOR.AssessmentofthepredictiveperformanceofexistinganalyticalmodelsfordebondingofnearsurfacemountedFRP
strips[J].AdvancesinStructuralEngineering,2010,13(2):299-308.
[27] FORABOSCHIP.EffectivenessofnovelmethodstoincreasetheFRPmasonrybondcapacity[J].CompositesPartB:Engneering,2016,107:
214-232.
[28] AKHOUNDIF,VASCONCELOSG,LOURENCOPB,etal.Inplanebehaviorofcavitymasonryinfillsandstrengtheningwithtextilereinforced
mortar[J].EngineeringStructures,2018,156:145-160.
[29] BERTOLESIE,CAROZZIFG,MILANIG,etal.Numericalmodelingoffabricreinforcecementitiousmatrixcomposites(FRCM)intension
[J].ConstructionandBuildingMaterials,2014,70:531-548.
[30] ISMAILN,INGHAMJ.Inplaneandoutofplanetestingofunreinforcedmasonrywallsstrengthenedusingpolymertextilereinforcedmortar[J].
EngineeringStructures,2016,118:167-177.
[31] DONGZhifang,DENGMingke,ZHANGYangxi,etal.Strengtheningofunreinforcedmasonrywallsagainstoutofplaneloadsusingcarbontex
tilereinforcedmortaroptimizedbyshortPVAfibers[J].EngineeringStructures,2021,227:111433.
[32] GARCIARAMONDAL,PELAL,ROCAP,etal.Inplaneshearbehaviourbydiagonalcompressiontestingofbrickmasonrywallsstrengthened
withbasaltandsteeltextilereinforcedmortars[J].ConstructionandBuildingMaterials,2020,240:117905.
[33] YARDIMY,LALAJO.Shearstrengtheningofunreinforcedmasonrywallwithdifferentfiberreinforcedmortarjacketing[J].Constructionand
BuildingMaterials,2016,102:149-154.
[34] GUERREIROJ,PROENCAJ,FERREIRAJ,etal.Experimentalcharacterizationofinplanebehaviourofoldmasonrywallsstrengthened
throughtheadditionofCFRPreinforcedrender[J].CompositesPartB:Engneering,2018,148:14-26.
[35] PRAVINK,YOGENDRAS,SREEKANTAD.OutofplaneflexuralbehaviourofmasonrywallettesstrengthenedusingFRPcompositesandex
ternallybondedgrids:Comparativestudy[J].CompositesPartB:Engineering,2019,176(1):107302.
[36] KREVAIKAST.Experimentalstudyoncarbonfibertextilereinforcedmortarsystemasameansforconfinementofmasonrycolumns[J].Con
structionandBuildingMaterials,2019,208:723-733.
[37] GRANDEE,MILANIG.InterfacemodelingapproachforthestudyofthebondbehaviorofFRCMstrengtheningsystems[J].CompositesPart
B:Engneering,2017,141:221-233.
[38] HARAJLIMH,ELKHATIBH,SANJOSEJT,etal.Staticandcyclicoutofplaneresponseofmasonrywallsstrengthenedusingtextilemortar
system[J].JournalofMaterialsinCivilEngineering,2010,22(11):1171-1180.
[39] PORTOFD,GUIDIG,VERLATON,etal.Effectivenessofplastersandtextilereinforcedmortarsforstrengtheningclaymasonryinfillwalls
subjectedtocombinedinplane/outofplaneactions[J].Mauerwerk,2015,19(5):334-354.
[40] SAGARSL,SINGHALV,RAIDC.Diagonalshearandoutofplaneflexuralstrengthoffabricreinforcedcementitiousmatrixstrengthenedma
sonrywallets[J].JournalsofCompositesforConstruction,2017,21(4):04017016.
[41] PARISIF,MENNAC,PROTAA.10FabricReinforcedCementitiousMatrix(FRCM)Composites:MechanicalBehaviorandApplicationto
MasonryWalls[M].WoodheadPublishingSeriesinCompositesScienceandEngineering,2019:199-227.
[42] BANTHIAN,BOYDAJ.Sprayedfiberreinforcedpolymersforrepairs[J].CanadianJournalofCivilEngineering,2000,27(5):907-915.
[43] LEEH,HAUSMANNLR.StructuralrepairandstrengtheningofdamagedRCbeamswithsprayedFRP[J].CompositeStructures,2004,63
(2):201-209.
[44] BANTHIAN,NANDAKUMARN,BOYDA.Sprayedfiberreinforcedpolymers:Fromlaboratorytoarealbridge[J].ConcreteInternational,
2002,24(11):47-52.
[45] LEEH,HAUSMANNRL,SEAMANWC,etal.Effectivenessofretrofittingdamagedconcretebeamswithsprayedfiberreinforcedpolymer
coating[J].JournalofReinforcedPlasticsandComposites,2008,27(12):1269-1286.
[46] SEVILT,BARANM,BILIRT,etal.Useofsteelfiberreinforcedmortarforseismicstrengthening[J].ConstructionandBuildingMaterials,
2011,25(2):892-899.
[47] SOLEIMANIDASHTAKIS,VENTURACE,BANTHIAN,etal.Seismicstrengtheningofunreinforcedmasonrywallsusingsprayableecofriend
lyductilecementitiouscomposite(EDCC)[J].ProcediaEngineering,2017,210:154-164.
[48] BAGHERIB,LEEJ,KIMH,etal.Experimentalevaluationoftheseismicperformanceofretrofittedmasonrywalls[J].CompositeStructures,
2020,240:111997.
[49] ANTONIOB,MARCOC,GIULIOC,etal.Stainlesssteelstrip—Aproposedshearreinforcementformasonrywallpanels[J].Constructionand
06
!
1# >ÔÏ
,M
:£ÞÚ
RCiÙJKÒ���T1B¦¹]jÕ
BuildingMaterials,2019,211:594-604.
[50] ENDOY,YAMAGUCHIK,HANAZATOT,etal.Characterisationofmechanicalbehaviourofmasonrycomposedoffiredbricksandearthen
mortar[J].EngineeringFailureAnalysis,2020,109:104280.
[51] YANGK,MUNJH,HWANGSH,etal.Cyclicshearbehaviorofmasonrywallsstrengthenedwithprestressedsteelbarsandglassfibergrids
[J].CompositeStructures,2020,238:111961.
[52] PERRONED,LEONEM,AIELLOMA.EvaluationoftheinfillinfluenceontheelasticperiodofexistingRCframes[J].EngineeringStruc
tures,2016,123:419-433.
[53] ª
ù
,ª¾S
,TU=
.jk£ÞÚ
RCiÙJKqr�s�¢]ÆM�m
[J].÷-()[�
,2014,47(�
2):175-180.
JINHuan,JINXianting,DAIJunwu.FailuremodeanalysisandnumericalsimulationofRCframestructurewithmasonryinfillwall[J].China
CivilEngineeringJournal,2014,47(S2):175-180.(inChinese)
[54] )
C
,44�
,�Nú
,M
.�ajk£ÞÚ
RCiÙL'W³La1B
[J].yzJK[�
,2018,39(9):30-37.
LINChao,GUOZixiong,HUANGQunxian,etal.ExperimentalstudyonseismicbehaviorofRCframeswithfullscalemasonryinfillwalls[J].
JournalofBuildingStructure,2018,39(9):30-37.(inChinese)
[55] BHOSALEA,ZADENP,SARKARP,etal.Mechanicalandphysicalpropertiesofcellularlightweightconcreteblockmasonry[J].Construc
tionandBuildingMaterials,2020,248:118621.
[56] DESILVAGH,PERERABV.Effectofwastericehuskash(RHA)onstructural,thermalandacousticpropertiesoffiredclaybricks[J].Jour
nalofBuildingEngineering,2018,18:252-259.
[57] DAUTAJA,KADIRIQ,KABASHIN,etal.ExperimentalstudyonthecontributionofmasonryinfillinthebehaviorofRCframeunderseismic
loading[J].EngineeringStructures,2018,165:27-37.
[58] CHOURASIAA,SINGHALS,PARASHARJ.Seismicperformanceevaluationoffullscaleconfinedmasonrybuildingusinglightweightcellu
larpanels[J].JournalofBuildingEngineering,2020,32:101473.
[59] BUITL,LARBIAS,REBOULN,etal.ShearbehaviourofmasonrywallsstrengthenedbyexternalbondedFRPandTRC[J].Composite
Structures,2015,132:923-932.
[60] KESIKIDOUF,STEFANIDOUM.Naturalfiberreinforcedmortars[J].JournalofBuildingEngineering,2019,25:100786.
[61] COMAKB,BIDECIA,BIDECIOS,etal.Effectsofhempfibersoncharacteristicsofcementbasedmortar[J].ConstructionandBuildingMa
terials,2018,169:794-799.
[62] ARAYALETELIERG,ANTICOFC,CARRASCOM,etal.Effectivenessofnewnaturalfibersondamagemechanicalperformanceofmortar
[J].ConstructionandBuildingMaterials,2017,152:672-682.
[63] FANTILLIAP,SICARDIS,DOTTIF,etal.Theuseofwoolasfiberreinforcementincementbasedmortar[J].ConstructionandBuilding
Materials,2017,139:562-569.
[64] FANGYuan,CHENBing,ODERJISY,etal.Experimentalresearchonmagnesiumphosphatecementmortarreinforcedbyglassfiber[J].Con
structionandBuildingMaterials,2018,188:729-736.
[65] MOHSENIE,KHOTBEHSARAMM,NASERIF,etal.Polypropylenefiberreinforcedcementmortarscontainingricehuskashandnanoalumi
na[J].ConstructionandBuildingMaterials,2016,111:429-439.
[66] MUSTEAA,MANEADL.Influenceofpolypropylenefibersuponthemechanicalcharacteristicsofreinforcedcompositemortars[J].Procedia
Engineering,2017:338-345.
[67] MENGW,KHAYATKH.Effectofgraphitenanoplateletsandcarbonnanofibersonrheology,hydration,shrinkage,mechanicalproperties,and
microstructureofUHPC[J].CementandConcreteResearch,2018,105:64-71.
[68] FENGShuo,XIAOHuigang,ZHANGRongling,etal.Bondperformancebetweensubstrateconcreteandrepairmortar:Effectofcarbonfibre
andexpansiveagent[J].ConstructionandBuildingMaterials,250:118830.
[69] HONGLi,CHENYD,LITD,etal.Microstructureandbondingbehavioroffibermortarinterfaceinfiberreinforcedconcrete[J].Construction
andBuildingMaterials,2020,232:117235.
[70] TREJBALJ.Mechanicalpropertiesoflimebasedmortarsreinforcedwithplasmatreatedglassfibers[J].ConstructionandBuildingMaterials,
2018,190:929-938.
[71] MEDEIROSMH,HELENEP,SELMOS,etal.InfluenceofEVAandacrylatepolymersonsomemechanicalpropertiesofcementitiousrepair
mortars[J].ConstructionandBuildingMaterials,2009,23(7):2527-2533.
[72] MIRZAJ,MIRZAMS,LAPOINTER,etal.Laboratoryandfieldperformanceofpolymermodifiedcementbasedrepairmortarsincoldclimates
[J].ConstructionandBuildingMaterials,2002,16(6):365-374.
[73] AGGARWALLK,THAPLIYALPC,KARADESR,etal.Propertiesofpolymermodifiedmortarsusingepoxyandacrylicemulsions[J].Con
structionandBuildingMaterials,2007,21(2):379-383.
[74] MAHongyan,LIZongjin.Microstructuresandmechanicalpropertiesofpolymermodifiedmortarsunderdistinctmechanisms[J].Construction
andBuildingMaterials,2013,47:579-587.
[75] WANGMing,WANGRumin,ZHENGShuirong,etal.Researchonthechemicalmechanisminthepolyacrylatelatexmodifiedcementsystem
[J].CementandConcreteResearch,2015,76:62-69.
[76] KONGXiangmin,WUChunchao,ZHANGYanrong,etal.Polymermodifiedmortarwithagradientpolymerdistribution:Preparation,permea
16
&
'
(
)
*
(
)
+
, !
41"
bility,andmechanicalbehavior[J].ConstructionandBuildingMaterials,2013,38:195-203.
[77] CHOYK,JUNGSH,CHOIYC.Effectsofchemicalcompositionofflyashoncompressivestrengthofflyashcementmortar[J].Construction
andBuildingMaterials,2019,204:255-264.
[78] AHMADMR,CHENBing.Effectofsilicafumeandbasaltfiberonthemechanicalpropertiesandmicrostructureofmagnesiumphosphatecement
(MPC)mortar[J].ConstructionandBuildingMaterials,2018,190:466-478.
[79] HATUNGIMANAD,CANERT,HEDEFM,etal.Compressivestrength,waterabsorption,watersorptivityandsurfaceradonexhalationrateof
silicafumeandflyashbasedmortar[J].JournalofBuildingEngineering,2019,23.
[80] KUMARS,SIRAJUDEEN,SIVARANJANI,etal.Characterization,propertiesandmicrostructurestudiesofcementmortarincorporatingnano
SiO2[J].MaterialsToday:Proceedings,2020.Doi:10.1016/j.matpr.2020.05.420.
[81] GARGR,BANSALM.Experimentalstudyonstrengthandmicrostructureofmortarinpresenceofmicroandnanosilica[J].MaterialsToday:
Proceedings,2020.Doi:10.1016/j.matpr.2020.06.167.
[82] SEIFANM,MENDOZAS,BERENJIANA.Mechanicalpropertiesanddurabilityperformanceofflyashbasedmortarcontainingnanoandmicro
silicaadditives[J].ConstructionandBuildingMaterials,2020,252:119121.
[83] YUJing,ZHANGMin,LIGengying,etal.Usingnanosilicatoimprovemechanicalandfracturepropertiesoffiberreinforcedhighvolumefly
ashcementmortar[J].ConstructionandBuildingMaterials,2020,239:117853.
[84] STYNOSKIP,MONDALP,MARSHCP,etal.Effectsofsilicaadditivesonfracturepropertiesofcarbonnanotubeandcarbonfiberreinforced
Portlandcementmortar[J].Cement&ConcreteComposites,2015:232-240.
[85] v�[
,ýVW
,N®C
,M
.*-|} �ëÊLMÒ�.|zT v1B
[J].()Z[
,2020,37(�
1):91-96.
SHANGQingxue,ZHENGJiayi,LIJichao,etal.Comparativestudyonpeakaccelerationoffloorspecifiedbynationalcodes[J].Engineering
Mechanics,2020,37(S1):91-96.(inChinese)
[86] «
�
,X=X
.�Ä&',apµ¶TåJKKûÒ�.¶oÏÐ
[J].&'()*()+,
,2019,39(3):230-237.
XUXi,PUWuchuan.Accelerationresponsepredictionofnonstructuralcomponentsconsideringtheinfluenceofearthquakeduration[J].Earth
quakeEngineeringandEngineeringDynamics,2019,39(3):230-237.(inChinese)
26
Recommended