Page 240 - 《振动工程学报》2025年第9期
P. 240

2170                               振     动     工     程     学     报                     第 38 卷

              [15]  KAZEM  SHARBATDAR  M, SAATCIOGLU  M.  Seismic  [28]  赵军,沈富强,司晨哲,等. CFRP   筋/钢筋混凝土剪力墙
                  design of FRP reinforced concrete structures[J]. Asian Journal  抗震性能试验  [J]. 建筑科学与工程学报,2018,35(5):
                  of Applied Sciences,2009,2(3):211-222.            46-53.
              [16]  TOBBI H,FARGHALY A S,BENMOKRANE B. Concrete     ZHAO Jun,SHEN Fuqiang,SI Chenzhe,et al. Experiment
                  columns reinforced longitudinally and transversally with glass  on  seismic  performance  of  shear  wall  reinforced  with  CFRP
                  fiber-reinforced  polymer  bars[J].  ACI  Structural  Journal,  bars and steel bars[J]. Journal of Architecture and Civil Engi-
                  2012,109(4):551-558.                              neering,2018,35(5):46-53.
              [17]  MOHAMED N,FARGHALY A S,BENMOKRANE B,et      [29]  ELGABBAS F,AHMED E A,BENMOKRANE B. Physi-
                  al.  Flexure  and  shear  deformation  of  GFRP-reinforced  shear  cal and mechanical characteristics of new basalt-FRP bars for
                  walls[J].  Journal  of  Composites  for  Construction, 2014,  reinforcing  concrete  structures[J].  Construction  and  Building
                  18(2):04013044.                                   Materials,2015,95:623-635.
              [18]  MOHAMED  N, FARGHALY  A  S, BENMOKRANE  B.  [30]  RAHMAN H,DONCHEV T,PETKOVA D. Comparing the
                  Aspects  of  deformability  of  concrete  shear  walls  reinforced  behaviour  of  the  FRP  and  steel  reinforced  shear  walls  under
                  with glass fiber-reinforced bars[J]. Journal of Composites for  cyclic  seismic  loading  in  aspect  of  the  energy  dissipation[J].
                  Construction,2015,19(5):06014001.                 International  Journal  of  Civil  and  Environmental  Engineer-
              [19]  ARAFA A,FARGHALY A S,BENMOKRANE B. Effect       ing,2020,14(3):84-89.
                  of  web  reinforcement  on  the  seismic  response  of  concrete  [31]  中华人民共和国住房和城乡建设部,国家市场监督管理总
                  squat  walls  reinforced  with  glass-FRP  bars[J].  Engineering  局. 混凝土结构设计规范:GB 50010—2010[S]. 北京:中国
                  Structures,2018,174(1):712-723.                   建筑工业出版社,2010.
              [20]  ARAFA A,FARGHALY A S,BENMOKRANE B. Experi-      Ministry  of  Housing  and  Urban-Rural  Development  of  the
                  mental  behavior  of  GFRP-reinforced  concrete  squat  walls  People’s Republic of China,State Administration for Market
                  subjected to simulated earthquake load[J]. Journal of Compos-  Regulation.  Code  for  design  of  concrete  structures: GB
                  ites for Construction,2018,22(2):04018003.        50010 —2010[S].  Beijing: China  Architecture  &  Building
              [21]  ARAFA A,FARGHALY A S,BENMOKRANE B. Predic-      Press,2010.
                  tion of flexural and shear strength of concrete squat walls rein-  [32]  SONG W,DYKE S,HARMON T. Application of nonlinear
                  forced  with  GFRP  bars[J].  Journal  of  Composites  for  model updating for a reinforced concrete shear wall[J]. Jour-
                  Construction,2018,22(4):06018001.                 nal of Engineering Mechanics,2013,139(5):635-649.
              [22]  ARAFA A,FARGHALY A S,BENMOKRANE B. Evalua-  [33]  JIN L,DING Z X,LI D,et al. Experimental and numerical
                  tion of flexural and shear stiffness of concrete squat walls rein-  investigations on the size effect of moderate high-strength rein-
                  forced with glass fiber-reinforced polymer bars[J]. ACI Struc-  forced concrete columns under small-eccentric compression[J].
                  tural Journal,2018,115(1):211-221.                International Journal of Damage Mechanics,2018,27(5):
              [23]  ZHAO Q,ZHAO J,DANG J T,et al. Experimental investi-  657-685.
                  gation  of  shear  walls  using  carbon  fiber  reinforced  polymer  [34]  PAN J W,ZHONG W,WANG J T,et al. Size effect on
                  bars  under  cyclic  lateral  loading[J].  Engineering  Structures,  dynamic  splitting  tensile  strength  of  concrete: mesoscale
                  2019,191:82-91.                                   modeling[J].  Cement  and  Concrete  Composites, 2022,
              [24]  HUANG  Z, SHEN  J, LIN  H  Q, et  al.  Shear  behavior  of  128:104435.
                  concrete shear walls with CFRP grids under lateral cyclic load-  [35]  ZHONG W,PAN J W,WANG J T,et al. Size effect in
                  ing[J]. Engineering Structures,2020,211:110422.   dynamic  splitting  tensile  strength  of  concrete: experimental
              [25]  SONG X Y,HUANG Z,SHEN J,et al. Experimental study  investigation[J]. Construction and Building Materials,2021,
                  on cyclic behavior of hybrid CFRP grids-steel shear walls[J].  270:121449.
                  Structures,2020,28:496-511.                   [36]  SCHLANGEN E,VAN MIER J G M. Simple lattice model
              [26]  SHEN J,HUANG Z,SONG X Y,et al. Cyclic behavior of  for numerical simulation of fracture of concrete materials and
                  concrete  shear  wall  with  CFRP  grid-steel  reinforcement[J].  structures[J]. Materials and Structures,1992,25(9):534-
                  Composite Structures,2022,297:115938.             542.
              [27]  赵军,赵齐,陈纪伟. CFRP   筋钢筋混凝土剪力墙自复位性             [37]  JIN L,LI D,DU X L,et al. Experimental and numerical
                  能试验研究     [J]. 土木建筑与环境工程,2016,38(3):              study  on  size  effect  in  eccentrically  loaded  stocky  RC
                  18-24.                                            columns[J].  Journal  of  Structural  Engineering, 2017,
                  ZHAO Jun,ZHAO Qi,CHEN Jiwei. Experimental analysis  143(2):04016170.
                  of the self-centering performance of shear walls reinforced by  [38]  LUBLINER  J, OLIVER  J, OLLER  S, et  al.  A  plastic-
                  CFRP  and  steel  bars[J].  Journal  of  Civil, Architectural  &  damage model for concrete[J]. International Journal of Solids
                  Environmental Engineering,2016,38(3):18-24.       and Structures,1989,25(3):299-326.
   235   236   237   238   239   240   241   242   243   244   245