[1] 建筑隔震橡胶支座:JG 118—2000[S].北京:中国建筑工业出版社,2000.
Rubber isolation bearings for buildings:JG 118—2000[S].Beijing:China Architecture & Building Press,2000.
[2]肖 畅,盛 涛,金红亮.橡胶隔震支座竖向刚度有限元模拟与试验研究[J].空间结构,2019,25(3):67-71.
XIAO Chang,SHENG Tao,JIN Hongliang.Finite element simulation and experimental study on vertical stiffness of rubber isolation bearings[J].Spatial Structures,2019,25(3):67-71.
[3]徐永秋,刘文光.厚层橡胶隔震支座的竖向力学性能与试验分析[J].浙江建筑,2008,25(6):30-32.
XU Yongqiu,LIU Wenguang.Vertical mechanical property and experimental analysis of thick bedded rubber vibration isolation bearing[J].Zhejiang Construction,2008,25(6):30-32.
[4]何文福,刘文光,杨彦飞,等.厚层橡胶隔震支座基本力学性能试验[J].解放军理工大学学报(自然科学版),2011,12(3):258-263.
HE Wenfu,LIU Wenguang,YANG Yanfei,et al.Basic mechanical properties of thick rubber isolators[J].Journal of PLA University of Science and Technology(Natural Science Edition),2011,12(3):258-263.
[5]陈浩文.厚肉型橡胶隔振支座在地铁周边建筑物隔振中的应用[D].北京:清华大学,2014.
CHEN Haowen.Application of thick rubber bearing in vibration isolation for metro surrounding building structures[D].Beijing:Tsinghua University,2014.
[6]FUKASAWA T,OKAMURA S,YAMAMOTO T,et al.Development on rubber bearings for sodium-cooled fast reactor:part 2 — fundamental characteristics of half-scale rubber bearings based on static test[C]//ASME.Proceedings of ASME 2015 Pressure Vessels and Piping Conference.Boston:ASME,2015:1-10.
[7]刘文光,三山刚史,冯德民,等.橡胶隔震支座竖向刚度简化计算法[J].地震工程与工程振动,2001,21(4):111-116.
LIU Wenguang,MIYAMA Takafumi,FENG Demin,et al.A Simple method for computing vertical stiffness of rubber bearings[J].Earthquake Engineering and Engineering Vibration,2001,21(4):111-116.
[8]邹立华,饶 宇,黄 凯,等.预应力厚层橡胶支座隔震性能研究[J].建筑结构学报,2013,34(2):76-82.
ZOU Lihua,RAO Yu,HUANG Kai,et al.Research on isolating property of prestressed thick rubber bearings[J].Journal of Building Structures,2013,34(2):76-82.
[9]LINDLEY P B.Natural rubber structural bearings[C]//American Concrete Institute.Joint Sealing and Bearing System for Concrete Structures.Detroit:American Concrete Institute,1981:353-378.
[10]王奕可,谢壮宁,黄用军.矩形平面超高层建筑横风向气动力谱的神经网络预测[J].振动工程学报,2023,36(2):326-333.
WANG Yike,XIE Zhuangning,HUANG Yongjun.Neural network prediction of across-wind aerodynamic spectrum of 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:中国矿业大学,2019.
LIU Ming.Finite element analysis of seismic performance of RC columns strengthened with TRC[D].Xuzhou:China University of Mining and Technology,2019.
[12]HORTON T A,HAJIRASOULIHA I,DAVISON B,et al.Accurate prediction of cyclic hysteresis behaviour of RBS connections using Deep Learning Neural Networks[J].Engineering Structures,2021,247:113156.
[13]橡胶支座 第3部分:建筑隔震橡胶支座:GB 20688.3—2006[S].北京:中国标准出版社,2006.
Rubber bearing — Part 3:elastomeric seismic-protection isolators for buildings:GB 20688.3—2006[S].Beijing:Standards Press of China,2006.
[14]王靖雯.厚叠层橡胶隔震支座力学性能研究及稳定性分析[D].广州:广州大学,2020.
WANG Jingwen.Research on mechanical performance and stability analysis of thick laminated rubber bearing[D].Guangzhou:Guangzhou University,2020.
[15]Dassault Systemes.ABAQUS 6.12 analysis users manual volume IIE[M].Paris:Dassault Systemes,2012.
[16]王小莉.橡胶隔振器多轴疲劳寿命预测方法研究[D].广州:华南理工大学,2014.
WANG Xiaoli.Studies on life prediction of multiaxial fatigue for rubber isolators[D].Guangzhou:South China University of Technology,2014.
[17]SOZEN A,ARCAKLOGLU E,OZALP M,et al.Forecasting based on neural network approach of solar potential in Turkey[J].Renewable Energy,2005,30(7):1075-1090.
[18]KERMANSHAHI B.Recurrent neural network for forecasting next 10 years loads of nine Japanese utilities[J].Neurocomputing,1998,23(1/2/3):125-133.
[19]HAGAN M T,MENHAJ M B.Training feedforward networks with the Marquardt algorithm[J].IEEE Transactions on Neural Networks,1994,5(6):989-993.