[1] 党立,张浩,孙宝臣,等. 铁路客站结构健康监测技术标准认识与思考[J].铁道技术标准,2020,2(7):92-97. DANG Li,ZHANG Hao,SUN Baochen,et al. Study on technical standards for structural health monitoring of railway passenger stations[J]. Railway Technical Standard,2020,2(7):92-97. [2] 韩志伟.铁路客站大型复杂结构健康监测研究与思考[J].铁道经济研究,2011(6):28-32. HAN Zhiwei. Research and thinking on health monitoring for large and complex structure of railway stations[J]. Railway Economics Research,2011(6):28-32. [3] 潘毅,刘扬良,黄晨,等. 大型铁路站房结构健康监测研究现状评述[J].土木与环境工程学报,2020,42(1):70-80. PAN Yi, LIU Yangliang, HUANG Chen, et al. A review of structural health monitoring of large railway stations[J].Journal of Civil and Environmental Engineering,2020,42(1):70-80. [4] KIM H, MELHEM H. damage detection of structures by wavelet analysis [J]. Engineering Structures, 2004, 26(3): 347-362. [5] RICLES J M, KOSMATKA J B. Damage detection in elastic structures using vibratory residual forces and weighted sensitivity [J]. AIAA Journal, 1992, 30(9): 2 310-2 316. [6] 张涛.贝壳状钢网壳结构铁路客站健康监测方案探讨[J].铁道经济研究,2014(5):26-31. ZHANG Tao.Discussion on health monitoring scheme of railway passenger station with shell steel lattice shell structure[J].Railway Economics Research,2014(5):26-31. [7] 罗尧治,刘钝,沈雁彬,等.杭州铁路东站站房钢结构施工监测[J].空间结构,2013,19(3):3-8. LUO Yaozhi,LIU Dun,SHEN Yanbin,et al.Construction monitoring of the steel structure for Hangzhou East railway station building[J].Spatial Structures,2013,19(3):3-8. [8] 吴少伟. 太原南站钢结构健康监测方案及安全预警研究[D].太原:太原理工大学, 2017. WU Shaowei.Research on steel structure health monitoring scheme and safety early warning of Taiyuannan railway station[D].Taiyuan: Taiyuan University of Technology, 2017. [9] 朱宏平,余璟,张俊兵.结构损伤动力检测与健康检测研究现状与展望[J].工程力学,2011,28(2):1-11. ZHU Hongping,YU Jing,ZHANG Junbing. A summary review and advantages of verbration based damage identification methods in structural health monitoring[J].Engineering Mechanics,2011,28(2):1-11. [10] HOUSNER G W,BERGMAN L A, CAUGHEY T K,et al.Structural con trol:past,present,and future [J]. Journal of Engineering Mechanics. 1997,123(9):897-971. [11] FARRAR C R, DOEBLING S W, CORNWELL P J. Variability of modal parameters measured on the alamosa canyon bridge [C].Proceedings of SPIE, the International Society for Optical Engineering, 1997: 257-263. [12] 孙鸿敏,李宏男.土木工程结构健康监测研究进展[J].防灾减灾工程学报,2003,23(3):92-98. SUN Hongmin,LI Hongnan. State-of-the-art review of the structural health monitoring in civil engineering[J].Journal of Disaster Prevention and Mitigation Engineering, 2003,23(3):92-98. [13] 刘伟. 空间网格结构健康监测系统关键技术研究[D].哈尔滨:哈尔滨工业大学,2009. LIU Wei. Study on key technologies of health monitoring system for spatial lattice structures [D].Harbin:Harbin Institute of Technology, 2009. [14] 董聪, 范立础, 陈肇元. 结构智能健康诊断的理论与方法[J]. 中国铁道科学, 2002, 23(1): 11-24. DONG Cong,FAN Lichu,CHEN Zhaoyuan. Theory and method for structural intelligent health diagnosis [J]. China Railway Science,2002,23(1): 11-24. [15] 熊帅. 基于BIM平台的大跨度空间钢结构健康监测系统集成方法研究[D].广州:华南理工大学, 2019. XIONG Shuai. Research on integration method of long span spatial steel structure health monitoring system based on BIM platform[D].Guangzhou: South China University of Technology, 2019. [16] KOH C G, LIAW G Y, CHEN Y F. Hybrid global-local identification for structural health monitoring[C]. Proceedings of SPIE-The International Society for Optical Engineering,2001,4335:174-179. |