Page 319 - 《振动工程学报》2026年第5期
P. 319

第 5 期            何文福,等:橡胶支座剪拉变形竖向拉伸力学性能试验及参数                     GA-BP  预测研究               1523

              时橡胶会更快出现损伤,拉伸刚度下降得就越早。                                DANG  Yu, XU  Qiang.  Vertical  tensile  stiffness  of  seismo-
                  (3)利用   215  组数值模型数据和        15  组试验数据            isolative rubber seating subjected to shearing strain[J]. Journal of
              建立的    GA-BP  神经网络预测模型表现出较好的预测                        Lanzhou University of Technology,2018,44(4):121-127.
                                                                [10]  王奕可,谢壮宁,黄用军. 矩形平面超高层建筑横风向气
              能力,能够准确预测橡胶支座的拉伸刚度和屈服应
                                                                    动力谱的神经网络预测        [J]. 振动工程学报,2023,36(2):
              力;对比了     GA-BP  神经网络预测模型与文献           [7] 回归
                                                                    326-333.
              公式的结果,GA-BP       神经网络预测模型精度更高,误                      WANG Yike,XIE Zhuangning,HUANG Yongjun. Neural
              差更小,与传统计算方法相比可以更好地解决多变                                network  prediction  of  across-wind  aerodynamic  spectrum  of
              量的线性耦合问题。                                             rectangular  plane  super  high-rise  buildings[J].  Journal  of
                                                                    Vibration Engineering,2023,36(2):326-333.
                                                                [11]  刘鸣. TRC  加固  RC  柱抗震性能的有限元分析     [D]. 徐州:
              参考文献:
                                                                    中国矿业大学,2019.

                                                                    LIU Ming. Finite element analysis of seismic performance of
              [1]  中华人民共和国住房和城乡建设部,国家质量监督检验检                        RC  columns  strengthened  with  TRC[D].  Xuzhou: China
                  疫总局. 建筑抗震设计规范(2008 年版):GB 50011—                  University of Mining and Technology,2019.
                  2001[S]. 北京:中国建筑工业出版社,2004.                   [12]  陈凌阳,崔郎郎,陈永辉,等. BP       神经网络预测橡胶隔震
                  Ministry  of  Housing  and  Urban-Rural  Development  of  the  支座竖向刚度  [J]. 建筑科学与工程学报,2023,40(6):
                  People’s Republic of China. Code for seismic design of build-  83-90.
                  ings: GB  50011 —2001[S].  Beijing: China  Architecture  &  CHEN  Lingyang, CUI  Langlang, CHEN  Yonghui, et  al.
                  Building Press,2004.
                                                                    Prediction of vertical stiffness of rubber isolation bearings by
              [2]  刘亚东,田杰. 橡胶隔震支座拉伸性能试验研究            [J]. 建筑科
                                                                    BP neural network[J]. Journal of Architecture and Civil Engi-
                  学,2015,31(7):63-67.
                                                                    neering,2023,40(6):83-90.
                  LIU Yadong,TIAN Jie. Experimental study on tension prop-  [13]  危银涛,杨挺青,杜星文. 橡胶类材料大变形本构关系及
                  erty  of  isolation  bearing[J].  Building  Science, 2015,  其有限元方法  [J]. 固体力学学报,1999,20(4):281-289.
                  31(7):63-67.
                                                                    WEI Yintao,YANG Tingqing,DU Xingwen. On the large
              [3]  张增德,周颖. 叠层厚橡胶支座竖向压缩与拉伸力学性能
                                                                    deformation rubber like materials:constitutive laws and finite
                  研究  [J]. 工程力学,2024,41(12):167-175.
                                                                    element  method[J].  Acta  Mechanica  Solida  Sinica, 1999,
                  ZHANG  Zengde, ZHOU  Ying.  Study  on  compressive  and
                                                                    20(4):281-289.
                  tensile  behaviors  of  thick  rubber  bearings[J].  Engineering
                                                                [14]  刘文光. 橡胶隔震支座力学性能及隔震结构地震反应分析
                  Mechanics,2024,41(12):167-175.
                                                                    研究  [D]. 北京:北京工业大学,2003.
              [4]  中华人民共和国住房和城乡建设部. 建筑隔震橡胶支座:
                                                                    LIU Wenguang. Mechanics properties of rubber bearings and
                  JG/T 118—2000[S]. 北京:中国标准出版社,2004.
                                                                    earthquake  response  analysis  of  isolated  structure[D].
                  Ministry  of  Construction  of  the  People’s  Republic  of  China.
                                                                    Beijing:Beijing University of Technology,2003.
                  Rubber isolation bearings for buildings:JG/T 118—2000[S].
                                                                [15]  IWABE N,TAKAYAMA M,KANI N. Experimental study
                  Beijing:Standards Press of China,2004.
                                                                    on the tension capacity in the displaced position of elastomeric
              [5]  村松佳孝,高山正春,木村雄一,等. 大サイズ天然ゴ ム
                                                                    isolators.  Part  2: ultimate  tension  in  displaced  position[C]//
                  系積層ゴムアイソレータの引張特性           [J]. 建築学会技術報
                                                                    Proceedings of the Summaries of Technical Papers of Annual
                  告集,2001(12):53-56.
                                                                    Meeting.  Tokyo: Architectural  Institute  of  Japan, 1999:
              [6]  闫维明,张志谦,陈适才,等. 橡胶隔震支座拉伸刚度理
                                                                    561-562.
                  论模型与分析    [J]. 工程力学,2014(2):184-189.
                                                                [16]  国家市场监督管理总局,中国国家标准化管理委员会. 橡
                  YAN  Weiming, ZHANG  Zhiqian, CHEN  Shicai, et  al.
                                                                    胶支座 第   3  部分:建筑隔震橡胶支座:GB/T 20688.3—
                  Modeling  and  analyzing  of  tensile  stiffness  for  seismic  isolated
                                                                    2006 [S]. 北京:中国标准出版社, 2006.
                  rubber bearings[J]. Engineering Mechanics,2014(2):184-189.
                                                                    State  Administration  for  Market  Regulation, National  Stan-
              [7]  薛彦涛,薛如筱,赵烽,等. 橡胶隔震支座极限剪拉试验
                                                                    dardization  Administration.  Rubber  bearings  part  3:  elas-
                  与拉伸刚度取值研究        [J]. 工程抗震与加固改造,2023,
                                                                    tomeric  seismic-protection  isolators  for  buildings: GB/T
                  45(6):17-24.
                                                                    20688.3—2006[S]. Beijing:Standards Press of China, 2006.
                  XUE Yantao,XUE Ruxiao,ZHAO Feng,et al. Experimen-
                                                                [17]  彭立顺,蔡润,刘进波,等. 基于遗传优化神经网络的高
                  tal study on ultimate tension-shear and the tensile stiffness of
                                                                    速公路路基沉降量预测        [J]. 地震工程学报,2019,41(1):
                  rubber  bearing[J].  Earthquake  Resistant  Engineering  and
                                                                    124-130.
                  Retrofitting,2023,45(6):17-24.
                                                                    PENG  Lishun, CAI  Run, LIU  Jinbo, et  al.  Settlement
              [8]  URYU  M, NISHIKAWA  T.  Study  on  stiffness, deforma-
                                                                    prediction  of  highway  subgrades  based  on  genetic  optimiza-
                  tion and ultimate characteristics of base-isolated rubber bear-
                                                                    tion  neural  network[J].  China  Earthquake  Engineering  Jour-
                  ings:horizontal and vertical characteristics under shear defor-
                                                                    nal,2019,41(1):124-130.
                  mation[J]. Journal of Structural and Construction Engineering
                  (Transactions of AIJ),1996,61(479):119-128.
              [9]  党育,许强. 橡胶隔震支座剪切变形下的竖向拉伸刚度              [J].  通信作者:何文福(1979—),男,博士,教授。
                  兰州理工大学学报,2018,44(4):121-127.                          E-mail:howunfu@shu.edu.cn
   314   315   316   317   318   319   320   321   322   323   324