参考文献/References:
[1] 谷亮.基于压电摩擦阻尼器的输电塔模型结构半主动控制试验研究[D].西安:西安建筑科技大学,2014.
GU Liang. Experimental study on semi-active control of transmission tower model structure based on piezoelectric friction damper[D]. Xi'an: Xi'an Univ. of Arch. & Tech., 2014.
[2]赵大海.基于压电摩擦阻尼器的结构振动控制理论与试验研究[D].大连:大连理工大学,2007.
ZHAO Dahai. Theoretical and experimental study on structural vibration control based on piezoelectric friction damper[D]. Dalian: Dalian University of technology, 2007.
[3]CADY W B.Piezoelectricity[M]. New York: Dover Publications,1964
[4]MASON W P. Piezoelectricity, its history and applications [J]. Journal of the Acoustical Society of America.1981,70(6):1561- 566
[5]陈堃.压电超声定位在滑坡变形监测中的应用研究[D].哈尔滨:哈尔滨工程大学2009.
CHEN Kun. Application of piezoelectric ultrasonic positioning in landslide deformation monitoring[D].Harbin: Harbin Engineering University, 2009.
[6]WANG L, YUAN F G. Active damage localization technique based on energy propagation of Lamb waves[J]. Smart Structures and Systems, 2007, 3(2):201-217.
[7]许韦华,鲍海,杨以涵,魏孝铭. 基于压电陶瓷逆压电效应的电压信号变送原理[J]. 电力系统自动化,2010,34(4):80-83.
XU Weihua, BAO Hai, YANG Yihan, et al. Principle of voltage signal transmission based on inverse piezoelectric effect of piezoelectric ceramics [J]. Power System Automation, 2010, 34(4): 80-83
[8]关春光.采用纵振换能器的超声振动给料系统的实验研究[D].吉林:吉林大学,2007.
GUAN Chunguang. Experimental study on ultrasonic vibration feeding system with longitudinal vibration transducer[D]. Jilin:Jilin University, 2007.
[9]欧进萍,关新春,吴斌等.智能型-压电摩擦耗能器[J].地震工程与工程振动, 2000,20(1): 81-86.
OU Jinping, GUAN Xinchun, WU Bin, et al. Intelligent piezoelectric friction dampers [J]. Earthquake engineering and Engineering Vibration, 2000,20(1): 81-86
[10]吴斌,张纪刚,欧进萍.考虑几何非线性的Pall型摩擦耗能器滞回特性分析[J].工程力学, 2003,20(1): 21-26.
WU Bin, ZHANG Jigang, OU Jinping. Analysis of hysteretic characteristics of Pall type friction dampers considering geometric nonlinearity[J].Engineering Mechanics, 2003,20(1): 21-26.
[11]展猛,王社良,朱军强,等.安装复位型压电摩擦阻尼器模型结构控振试验研究[J].振动与冲击,2015,34(14):45-50.
ZHAN Meng, WANG Sheliang, ZHU Junqiang, et al. Experimental study on vibration control of model structure with reset piezoelectric friction damper [J].Vibration and Impact, 2015,34(14): 45-50.
[12]展猛,王社良,赵云.SMA-压电半主动混合阻尼器减震控制分析[J].世界地震工程,2018,34(4):24-30
ZHAN Meng, WANG Sheliang, ZHAO Yun. Seismic control analysis of SMA piezoelectric semi-active hybrid damper[J].World Earthquake Engineering, 2018,34(4): 24-30
[13]瞿伟廉,陈朝晖,徐幼麟.压电材料智能摩擦阻尼器对高耸钢塔结构风振反映的半主动控制[J].地震工程与工程振动2000,26(3):94-99.
QU Weilian, CHEN Zhaohui, XU Youlin. Semi active control of wind-induced vibration of tall steel tower structures with piezoelectric intelligent friction dampers [J]. Earthquake Engineering and Engineering vibration 2000,26(3): 94-99
[14]杜永峰.安装智能摩擦阻尼器的高层建筑结构振动控制的一般算法[J].兰州理工大学学报,2005,31(2):103-106.
DU Yongfeng. General algorithm for vibration control of tall buildings with intelligent friction dampers[J].Journal of Lanzhou University of Technology, 2005,31(2): 103-106
[15]杨飏,欧进萍,刘光聪.T型压电变摩擦阻尼器性能试验与分析[J].压电与声光, 2005,27(5):580-582.
YANG Yang, OU Jinping, LIU Guangcong. Performance test and analysis of T-type piezoelectric variable friction damper[J].Piezoelectric and Acousto Optic, 2005,27(5): 580-582
[16]XU Y L, NG C L. Seismic protection of building complex using variable friction damper: Experimental Investigation[J].Journal of Engineering Mechanics 2008,114(8):637-649.
[17]孙威,阎石,姜绍飞,等. 基于压电陶瓷传感器的钢筋混凝土框架结构裂缝损伤全过程监测[J]. 建筑科学与工程学报,2013,30(4):84-90.
SUN Wei, YAN Shi, JIANG Shaofei, et al. Whole process monitoring of crack damage of reinforced concrete frame structure based on piezoelectric sensor[J].Journal of Building Science and Engineering, 2013, 30(4): 84-90
[18]GU H, SONG G, DHONDE H, et al. Concrete early-age strength monitoring using embedded piezoelectric transducers[J]. Smart Materials and Structures, 2006, 15(6): 1837-1845.
[19]许斌,李冰,宋刚兵,等. 基于压电陶瓷的钢管混凝土柱剥离损伤识别研究[J]. 土木工程学报,2012(7):86-96.
XU Bin, LI Bing, SONG Gangbing, et al. Study on identification of peeling damage of concrete filled steel tubular columns based on piezoelectric ceramics[J].Acta Civil Engineering, 2012(7): 86-96
[20]周宏,阎石,孙威. 利用压电智能骨料对混凝土结构损伤的识别研究[J]. 混凝土,2009(4):20-23.
ZHOU Hong, YAN Shi, SUN Wei. Study on damage identification of concrete structures using piezoelectric smart aggregate[J].Concrete, 2009(4): 20-23
[21]赵晓燕,李宏男. 基于压电陶瓷的混凝土裂缝损伤监测[J]. 压电与声光,2009, 31(3):437-439.
ZHAO Xiaoyan, LI Hongnan. Damage monitoring of concrete cracks based on piezoelectric ceramics [J]. Piezoelectric and Acousto Optic, 2009, 31(3): 437-439
[22]LI Z X, YANG X M, LI Z. Application of cement-based piezoelectric sensors for monitoring traffic flows[J].Journal of Transportation Engineering, 2006, 32(7): 565-573.
[23]Song G,OLMI C, GU H. An overheight vehicle-bridge collision monitoring system using piezoelectric transducers[J].Smart Materials and Structures, 2007, 16(2): 462-468.
[24]杨晓明. 土木工程结构的性能监测系统与损伤识别方法研究[D].天津:天津大学,2006.
YANG Xiaoming. Study on performance monitoring system and damage identification method of civil engineering structures[D].Tianjin: Tianjin University, 2006
[25]王丹生, 朱宏平, 陈晓强,等. 利用压电自传感驱动器进行裂纹钢梁损伤识别的实验研究[J]. 振动与冲击, 2006, 25(6):139-142.
WANG Dansheng, ZHU Hongping, CHEN Xiaoqiang, et al. Experimental study on damage identification of cracked steel beams using piezoelectric self sensing actuator[J].Vibration and shock, 2006, 25(6): 139-142.
[26]蔡金标, 李忠良, 楼旦丰,等. 基于压电阻抗的混凝土裂缝深度发展定量研究[J].压电声光, 2014, 36(1):79-84.
CAI Jinbiao, LI Zhongliang, LOU Danfeng, et al. Quantitative study of concrete crack depth development based on piezoelectric impedance[J].Piezoelectric Acousto Optic, 2014, 36(1): 79-84
[27]姜斌.超声波送料机理与关键技术研究[D].吉林:吉林大学,2009.
JIANG Bin. Study on mechanism and key technology of ultrasonicfeeding[D].Jilin: Jilin University, 2009
[28]庄志有 基于外贴压电陶瓷的钢管混凝土内部缺陷检测方法研究[D].厦门:华侨大学,2019.
ZHUANG Zhiyou. Research on internal defect detection method of concrete filled steel tube based on externally bonded piezoelectric ceramics[D].Xiamen: Huaqiao University, 2019
[29]宋宁宁.基于导向波法和PZT型钢筋主动监测混凝土结构损伤的研究[D].上海:上海交通大学,2016.
SONG Ningning. Research on active damage monitoring of concrete structures based on guided wave method and PZT steel bars[D]. Shanghai: Shanghai Jiaotong University, 2016.