[1] 杨冬平, 牛更奇, 支景波,等. 现役近海老龄平台延寿决策模型[J]. 中国安全科学学报, 2011, 21(5): 97-103. YANG Dongping, NIU Gengqi, ZHI Jingbo, et al. Life extension decision-making model for ageing offshore platforms[J]. China Safety Science Journal, 2011, 21(5): 97-103. [2] 李洪涛, 史玉峰, 翟建习,等. 海洋平台振动监测技术试验研究[J]. 中国安全科学学报, 2012, 22(12): 46-50. LI Hongtao, SHI Yufeng, ZHAI Jianxi, et al. Experimental study on vibration monitoring technology for offshore platform[J]. China Safety Science Journal, 2012, 22(12): 46-50. [3] 冷建成, 田洪旭, 周国强,等. 在役海洋平台动力学损伤诊断方法研究综述[J]. 中国安全科学学报, 2017,27(9): 79-85. LENG Jiancheng, TIAN Hongxu, ZHOU Guoqiang, et al. Survey on dynamic damage detection methods for in-service offshore platform [J]. China Safety Science Journal, 2017,27(9): 79-85. [4] STUBBS N, KIM J T. Damage localization in structures without baseline modal parameters[J]. AIAA Journal, 1996, 34(8): 1 644-1 649. [5] SHI Z Y, LAW S S, ZHANG L M. Structural damage localization from modal strain energy change[J]. Journal of Sound and Vibration, 1998, 218(5): 1 216-1 223. [6] SHI Z Y, LAW S S, ZHANG L M. Improved damage quantification from elemental modal strain energy change[J]. Journal of Engineering Mechanics, 2002, 128(5): 521-529. [7] 颜王吉, 黄天立, 任伟新. 基于单元模态应变能灵敏度的结构损伤统计识别[J]. 中南大学学报:自然科学版, 2011, 42(1): 152-157. YAN Wangji, HUANG Tianli, REN Weixin. Statistical damage identification of structures based on element modal strain energy sensitivity[J]. Journal of Central South University:Science and Technology, 2011, 42(1): 152-157. [8] SEYEDPOOR S M. A two stage method for structural damage detection using a modal strain energy based index and particle swarm optimization[J]. International Journal of Non-Linear Mechanics, 2012, 47(1): 1-8. [9] 赵建华, 张陵, 孙清. 比例损伤结构的两阶段损伤识别研究[J]. 振动与冲击, 2015, 34(13): 146-151. ZHAO Jianhua, ZHANG Ling, SUN Qing. A two-stage damage identification method for a proportional damage structure[J]. Journal of Vibration and Shock, 2015, 34(13): 146-151. [10] 杨佑发, 谭曦, 程亚鹏. 一种两阶段框架结构损伤诊断方法[J]. 铁道工程学报, 2016, 33(5): 70-77. YANG Youfa, TAN Xi, CHENG Yapeng. A new two-stage damage diagnosis method for frame structures[J]. Journal of Railway Engineering Society, 2016, 33(5): 70-77. [11] 杨和振, 李华军, 黄维平. 基于振动测试的海洋平台结构无损检测[J]. 振动工程学报, 2003, 16(4): 480-484. YANG Hezhen, LI Huajun, HUANG Weiping. Nondestructive damage detection in offshore platform structure using vibration monitoring[J]. Journal of Vibration Engineering, 2003, 16(4): 480-484. [12] 刘克飞, 石湘, 周雷,等. 考虑温度梯度的模态应变能法海洋平台损伤检测研究[J]. 振动与冲击, 2012, 31(6): 90-95. LIU Kefei, SHI Xiang, ZHOU Lei, et al. Damage detection for an offshore platform based on modal strain energy method considering temperature gradient[J]. Journal of Vibration and Shock, 2012, 31(6): 90-95. [13] LI Yingchao, WAN Shuqing, ZHANG Min, et al. An improved modal strain energy method for damage detection in offshore platform structures[J]. Journal of Marine Science and Application, 2016, 15(2): 182-192. [14] 张兆德, 王德禹. 基于模态应变能的海洋平台损伤检测[J].石油机械, 2005,33(增1):152-156. ZHANG Zhaode, WANG Deyu. Damage detection based on modal strain energy for offshore platforms[J]. China Petroleum Machinery, 2005, 33(S1): 152-156. [15] GHAFOORIPOUR A, ASGARIAN B, AMIRI M. Damage detection in jacket type offshore platforms using modal strain energy[J]. Structural Engineering & Mechanics, 2009, 33(3): 325-337. |