参考文献/References:
[1] DE LAUTOUR O R, OMENZETTER P. Prediction of seismic-induced structural damage using artificial neural networks[J]. Engineering Structures, 2009, 31(2): 600 — 606.
[2] 刘洪波, 佟瑶, 蒋垚俊, 等. RC框架结构地震易损性分析方法研究进展[J]. 世界地震工程, 2020, 36(3): 141 — 150.
LIU Hongbo, TONG Yao, JIANG Yaojun, et al. Recent development of seismic fragility analysis methods for RC frame structures[J]. World Earthquake Engineering, 2020, 36(3): 141 — 150.(in Chinese)
[3] 赵一男, 公茂盛, 杨游. 结构损伤识别方法研究综述[J]. 世界地震工程, 2020, 36(2): 73 — 84.
ZHAO Yinan, GONG Maosheng, YANG You. A review of structural damage identification methods[J]. World Earthquake Engineering, 2020, 36(2): 73 — 84.(in Chinese)
[4] CAWLEY P, ADAMS R D. The location of defects in structures from measurements of natural frequencies[J]. The Journal of Strain Analysis for Engineering Design, 1979, 14(2): 49 — 57.
[5] LAM H F, KO J M, WONG C W. Localization of damaged structural connections based on experimental modal and sensitivity analysis[J]. Journal of Sound and Vibration, 1998, 210(1): 91 — 115.
[6] 常鹏, 杨娜, 张国培. 多分辨率分析和小波能量曲率的框架结构损伤识别[J]. 哈尔滨工业大学学报, 2016, 48(6): 170 — 176.
CHANG Peng, YANG Na, ZHANG Guopei. Damage identification of the frame structure based on multi-resolution analysis and wavelet energy curvature[J]. Journal of Harbin Institute of Technology, 2016, 48(6): 170 — 176.(in Chinese)
[7] 陆秋海, 李德葆, 张维. 利用模态试验参数识别结构损伤的神经网络法[J]. 工程力学, 1999, 16(1): 35 — 42.
LU Qiuhai, LI Debao, ZHANG Wei.Neural network method in damage detection of structures by using parameters from modal test[J]. Engineering Mechanics, 1999, 16(1): 35 — 42.(in Chinese)
[8] ELKORDY M F, CHANG K C, LEE G C. Neural networks trained by analytically simulated damage states[J]. Journal of Computing in Civil Engineering, 1993, 7(2): 130 — 145.
[9] SZEWCZYK Z P, HAJELA P. Damage detection in structures based on feature-sensitive neural networks[J]. Journal of Computing in Civil Engineering, 1994, 8(2): 163 — 178.
[10] MASRI S F, NAKAMURA M, CHASSIAKOS A G, et al. Neural network approach to detection of changes in structural parameters[J]. Journal of Engineering Mechanics, 1996, 122(4): 350 — 360.
[11] 金虎. 基于人工神经网络的结构荷载识别与损伤识别研究[D]. 杭州: 浙江大学, 2005.
JIN Hu. Study of Load Identification and Damage Detection Based on Artificial Neural Networks[D]. Hangzhou: Zhejiang University, 2005.(in Chinese)
[12] WANG D J, LI J K. Artificial intelligence aided prediction of building structure anti-seismic[C]//2021 5th International Conference on Computing Methodologies and Communication(ICCMC). IEEE, 2021: 1403 — 1407.
[13] PARK Y J, ANG A H S. Mechanistic seismic damage model for reinforced concrete[J]. Journal of Structural Engineering, 1985, 111(4): 722 — 739.
[14] 孙红跃, 董峰. 基于神经网络的建筑结构损伤识别方法[J]. 控制工程, 2015, 22(2): 287 — 290.
SUN Hongyue, DONG Feng. Damage identification of building structural based on neural network[J]. Control Engineering of China, 2015, 22(2): 287 — 290.(in Chinese)
[15] XU Y J, LU X Z, TIAN Y, et al. Real-time seismic damage prediction and comparison of various ground motion intensity measures based on machine learning[J]. Journal of Earthquake Engineering, 2020, 26(8): 4259 — 4279.
[16] 贾慧娜, 岳高伟, 贾立文. 抗震设防烈度对多层混凝土结构性能的影响[J]. 土木建筑与环境工程, 2012, 34(增刊1): 116 — 119.
JIA Huina, YUE Gaowei, JIA Liwen. Influence of seismic fortification intensity for multilayer concrete structure performance[J]. Journal of Civil, Architectural & Environmental Engineering, 2012, 34(S1): 116 — 119.(in Chinese)
[17] ELENAS A, MESKOURIS K. Correlation study between seismic acceleration parameters and damage indices of structures[J]. Engineering Structures, 2001, 23(6): 698 — 704.
[18] MORFIDIS K, KOSTINAKIS K. Approaches to the rapid seismic damage prediction of r/c buildings using artificial neural networks[J]. Engineering Structures, 2018, 165: 120 — 141.
[19] 公茂盛, 谢礼立, 欧进萍. 结构振动台模型模态参数识别新方法研究[J]. 振动工程学报, 2010, 23(2): 230 — 236.
GONG Maosheng, XIE Lili, OU Jinping. A method for modal parameter identification of structural shaking table model[J]. Journal of Vibration Engineering, 2010, 23(2): 230 — 236.(in Chinese)
[20] 杨游. RC框架结构地震反应与损伤关联模型研究[D]. 哈尔滨: 中国地震局工程力学研究所, 2020.
YANG You. Study on the Correlation Model between Seismic Response and Damage of RC Frame Structures[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2020.(in Chinese)
[21] CHUNG Y S, MEYER C, SHINOZUKA M. Modeling of concrete damage[J]. Structural Journal, 1989, 86(3): 259 — 271.
[22] MAZZON S, MCKENNA F,et al. Open system for earthquake engineering simulation user command-language manual [Z]. http://opensees.berkeley.edu, 2006.
[23] MANDER J B, PRIESTLEY M J N, PARK R. Theoretical stress-strain model for confined concrete[J]. Journal of Structural Engineering, 1988, 114(8): 1804 — 1826.
[24] 郭锋, 吴东明, 许国富, 等. 中外抗震设计规范场地分类对应关系[J]. 土木工程与管理学报, 2011, 28(2): 63 — 66.
GUO Feng, WU Dongming, XU Guofu, et al. Site classification corresponding relationship between Chinese and the overseas seismic design codes[J]. Journal of Civil Engineering and Management, 2011, 28(2): 63 — 66.(in Chinese)
[25] GB 50011 – 2010 建筑抗震设计规范[S].北京:中国建筑工业出版社,2016.
GB 50011 – 2010 Code for Seismic Design of Buildings[S].Beijing:China Architecture & Building Press,2016.
[26] XU Y J, LU X Z, TIAN Y, et al. Real-time seismic damage prediction and comparison of various ground motion intensity measures based on machine learning[J]. Journal of Earthquake Engineering, 2022,26(8): 4259 — 4279.
[27] 左占宣, 李爽, 翟长海, 等. 结构周期延长对倒塌分析中地震动强度指标选择的影响[J]. 建筑结构学报, 2019, 40(5): 141 — 148.
ZUO Zhanxuan, LI Shuang, ZHAI Changhai, et al. Influence of structural period elongation on ground motion intensity index in collapse analysis[J]. Journal of Building Structures, 2019, 40(5): 141 — 148.(in Chinese)
[28] KINGMA D P, BA J. Adam: a method for stochastic optimization[EB/OL]. 2014: arXiv: 1412.6980. https://arxiv.org/abs/1412.6980.
[29] ABADI M, AGARWAL A, BARHAM P, et al. TensorFlow: large-scale machine learning on heterogeneous distributed systems. ArXiv160304467 Cs.
[30] STONE W, TAYLOR A W. Seismic performance of circular bridge columns designed in accordance with AASHTO/CALTRANS standards. Gaithersburg(MD). 1993.