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第 9 期                   苗丽越,等:钢筋与      BFRP  筋混凝土剪力墙抗震性能对比分析                               2171

              [39]  LEE J,FENVES G L. Plastic-damage model for cyclic load-  construction  of  structural  concrete  reinforced  with  fiber-rein-
                  ing of concrete structures[J]. Journal of Engineering Mechan-  forced  polymer  ( FRP)   bars: ACI  CODE-440.11 —22[S].
                  ics,1998,124(8):892-900.                          Farmington Hills:ACI Committee,2022.
              [40]  LIAO F Y,HAN L H,TAO Z. Performance of reinforced  [47]  PRIESTLEY M J N,KOWALSKY M J. Aspects of drift and
                  concrete  shear  walls  with  steel  reinforced  concrete  boundary  ductility capacity of rectangular cantilever structural walls[J].
                  columns[J]. Engineering Structures,2012,44:186-209.  Bulletin of the New Zealand Society for Earthquake Engineer-
              [41]  ZHANG Y X,LIN X S. Nonlinear finite element analyses of  ing,1998,31(2):73-85.
                  steel/FRP-reinforced concrete beams by using a novel compos-  [48]  陈宗平,周济,莫琳琳,等. 双波纹钢板混凝土组合剪力
                  ite  beam  element[J].  Advances  in  Structural  Engineering,  墙抗震性能试验研究  [J]. 建筑结构学报,2022,43(10):
                  2013,16(2):339-352.                               199-213.
              [42]  COSENZA E,MANFREDI G,REALFONZO R. Behavior      CHEN Zongping,ZHOU Ji,MO Linlin,et al. Experimen-
                  and modeling of bond of FRP rebars to concrete[J]. Journal of  tal study on seismic behavior of double-skin corrugated plates
                  Composites for Construction,1997,1(2):40-51.      and  concrete  composite  shear  wall[J].  Journal  of  Building
              [43]  MAHMUD G H,YANG Z J,HASSAN A M T. Experimen-    Structures,2022,43(10):199-213.
                  tal and numerical studies of size effects of ultra high perfor-  [49]  JIN L,WANG T,JIANG X A,et al. Size effect in shear
                  mance  steel  fibre  reinforced  concrete  ( UHPFRC)   beams[J].  failure  of  RC  beams  with  stirrups: simulation  and  formula-
                  Construction and Building Materials,2013,48:1027-1034.  tion[J]. Engineering Structures,2019,199:109573.
              [44]  YıLMAZ O,MOLINARI J F. A mesoscale fracture model for  [50]  GUO L H,WANG Y H,ZHANG S M. Experimental study
                  concrete[J].  Cement  and  Concrete  Research, 2017, 97:  of  rectangular  multi-partition  steel-concrete  composite  shear
                  84-94.                                            walls[J]. Thin-Walled Structures,2018,130:577-592.
              [45]  NADERI S,TU W L,ZHANG M Z. Meso-scale modelling
                  of  compressive  fracture  in  concrete  with  irregularly  shaped  第一作者:苗丽越(1992—),女,博士研究生。
                  aggregates[J].  Cement  and  Concrete  Research, 2021, 140:  E-mail:miaoliyue2022@163.com
                  106317.                                       通信作者:金 浏(1985—),男,博士,教授。
              [46]  American Concrete Institute (ACI). Guide for the design and  E-mail:jinliu@bjut.edu.cn
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