[1] |
孙国, 顾元宪. 连续梁结构损伤识别的改进柔度阵方法[J]. 工程力学, 2003,20(4):50-54.
|
[2] |
Ismail Z, Razak H A, Rahman A G A. Determination of damage location in RC beams using mode shape derivatives[J]. Engineering Structures, 2006,28(11):1566-1573.
doi: 10.1016/j.engstruct.2006.02.010
|
[3] |
Sheng E F, Ricardo P. Power mode shapes for early damage detection in linear structures[J]. Journal of Sound and Vibration, 2009,324(1/2):45-56.
|
[4] |
张宇鑫, Jang S, Spencer B F. 结构损伤位置识别的位移 DLV 方法[J]. 工程力学, 2009,26(5):209-215.
|
[5] |
Zhu H P, Li L, He X Q. Damage detection method for shear building using the changes in the first mode shape slops[J]. Computers and Structures, 2011,89(9/10):733-743.
doi: 10.1016/j.compstruc.2011.02.014
|
[6] |
孙晓丹, 欧进萍. 基于小波包和概率主成份分析的损伤识别[J]. 工程力学, 2011,28(2):12-27.
|
[7] |
Sheena Z, Unger A, Zalmanovich A. Theoretical stiffness matrix correction by using static test results[J]. Isarel Journal of Technology, 1982,20(6):245-253.
|
[8] |
Snayaei M, Scmapoli S F. Structural element stiffness identification from static test data[J]. Journal of Engineering Mechanics, 1991,117(5):1021-1036.
doi: 10.1061/(ASCE)0733-9399(1991)117:5(1021)
|
[9] |
崔飞, 袁万城, 史家钧. 基于静态应变及位移测量的结构损伤识别法[J]. 同济大学学报(自然科学版), 2000,28(1):5-8.
|
[10] |
Kim J T, Ryu Y S, Cho H M. Damage identification in beam-type structures: frequency-based method vs mode-shape-based method[J]. Engineering Structures, 2003,25(1):57-67.
doi: 10.1016/S0141-0296(02)00118-9
|
[11] |
李蕊, 周丽. 基于不完全测量的结构损伤识别研究[J]. 西安建筑科技大学学报 (自然科学版), 2011,43(1):25-30.
|
[12] |
赵建华, 张陵, 相秉志, 等. 一种不完备测试数据下的结构损伤识别方法[J]. 应用力学学报, 2010,27(4):670-673.
|
[13] |
Seyed S K, Abdollah B, Gholamreza G A. Structural damage detection using incomplete modal data and incomplete static response[J]. KSCE Journal of Civil Engineering, 2013,17(1):216-223.
doi: 10.1007/s12205-012-1864-2
|
[14] |
聂振华, 马宏伟. 基于重构相空间的结构损伤识别方法[J]. 固体力学学报, 2013,34(1):83-92.
|
[15] |
李世龙, 马立元, 田海雷, 等. 基于不完备实测模态数据的结构损伤识别方法研究[J]. 振动与冲击, 2015,34(3):196-203.
|
[16] |
Chen W, Zhao W G, Yang H Z, et al. Damage detection based on optimized incomplete mode shape and frequency[J]. Acta Mechanica Solida Sinica, 2015,28(1):74-82.
doi: 10.1016/S0894-9166(15)60017-9
|
[17] |
Sun H Büyüköztürk O. Probabilistic updating of building models using incomplete modal data[J]. Mechanical Systems and Signal Processing, 2016,75(15):27-40.
doi: 10.1016/j.ymssp.2015.12.024
|
[18] |
Banks H T, Inman D J, Leo D J. An experimentally validated damage detection theory in smart structures[J]. Journal of Sound and Vibration, 1996,191(5):859-880.
doi: 10.1006/jsvi.1996.0160
|
[19] |
Luo H, Hanagud S. An integral equation for changes in the structural dynamics characteristics of damaged structures[J]. International Journal of Solids and Structures, 1997,34(35/36):4557-4579.
doi: 10.1016/S0020-7683(97)00038-3
|
[20] |
Seyedpoor S M, Yazdanpanah O. An efficient indicator for structural damage localization using the change of strain energy based on static noisy data[J]. Applied Mathematical Modelling, 2014,38(8):2661-2672.
doi: 10.1016/j.apm.2013.10.072
|
[21] |
Logan D L. A first course in the finite element method[M]. 5th ed. Stamford: Cengage Learning, 2012: 407-411.
|
[22] |
何浩祥, 吕永伟, 韩恩圳. 基于静动力凝聚及扩展卡尔曼滤波的连续梁桥损伤识别[J]. 工程力学, 2015,32(7):156-163.
|
[23] |
Metropolis N, Rosenbluth A W, Rosenbluth M N. Equation of state calculations by fast computing machines[J]. The Journal of Chemical Physics, 1953,21(6):1087-1092.
doi: 10.1063/1.1699114
|
[24] |
Kirkpatrick S, Gelatt C D, Vecchi M P. Optimization by simulated annealing[J]. Science, 1983,220(4598):671-680.
pmid: 17813860
|