4 Ismail Z, Ong AZC, Rahman AGA. Crack damage detec-tion of reinforced concrete beams using local sti.ness indi-cator. Scientific Research and Essays, 2011, 6(34): 6798-6803
[5]
5 Park NG, Park YS. Detection of damage on a substructurewith measured frequency response functions. Journal ofMechanical Science and Technology, 2005, 19 (10): 1891-1901
7 Tomaszewska A. Influence of statistical errors on damagedetection based on structural flexibility and mode shapecurvature. Computer and Structures, 2010, 88(3-4): 154-164
[8]
8 Li YY, Cheng L, Yam LH, et al. Detection of damagelocations for plate-like structures using damage sensitiveindices: strain mode approach. Computer and Structures, 2002, 80(25): 1881-1894
10 Hu HW, Wu CB. Development of scanning damage indexfor the damage detection of plate structures using modestrain energy method. Mechanical System and Signal Pro-cessing, 2009, 23(2): 274-287
15 Zhou XG, Chu MJ, Liu JM, et al. Damage identifica-tion method research based on the change rate of strainmode. Applied Mechanics and Materials, 2012, 166-169:1267-1271
18 Wang Y L, Liu X L, Fang CQ. Damage detection of bridgesby using displacement data of two symmetrical points.Journal of Performance of Constructed Facilities, 2012, 26(3): 300-311
[16]
19 Wang ZW, Xu DH. On the linear model function methodfor choosing Tikhonov regularization parameters in linearill-posed problems. Chinese Journal of Engineering Math-ematics, 2013, 30(3): 451-466
