1 |
Li, Q.S. (2002a), "An exact approach for free vibration analysis of non-uniform beams with an arbitrary number of cracks and concentrated masses", J. Sound Vib., 252(3), 509-525.
DOI
ScienceOn
|
2 |
Cawley, P. and Adams, R.D. (1979), "The location of defects in structures from measurements of natural frequencies", Journal of Strain Analysis, 14, 49-57.
DOI
ScienceOn
|
3 |
Wu, J.R. and Li, Q.S. (2003), "Structural performance of multi-outrigger braced tall buildings", The Structural Design of Tall Buildings, 12, 155-176.
DOI
ScienceOn
|
4 |
Li, Q.S. and Chen, J.M. (2003), "Nonlinear elastoplastic dynamic analysis of single-layer reticulated shells subjected to earthquake excitation", Comput. Struct., An Int. J., 81, 177-188.
DOI
ScienceOn
|
5 |
Liang, R.H., Hu, J. and Choy, F. (1992), "Theoretical study of crack-induced eigenfrequence changes on beam structures", J. Eng. Mech., ASCE, 118(2), 384-396.
DOI
|
6 |
Li, Q.S., Fang, J.Q., Jeary, A.P. and Wong, C.K. (1998a), "Full scale measurements of wind effects on tall buildings", J. Wind Eng. Ind. Aerod., 74-76, 741-750.
DOI
ScienceOn
|
7 |
Ostachowicz, W.M. and Krawczuk, M. (1991), "Analysis of the effect of cracks on the natural frequencies of a cantilever beam", J. Sound Vib., 150, 191-201.
DOI
ScienceOn
|
8 |
Li, Q.S. (2001d), "Vibratory characteristics of multi-step non-uniform orthotropic shear plates with line supports and line masses", J. Acoust. Soc. Am., 110, 1360-1371.
DOI
ScienceOn
|
9 |
Lu, Q.H. (1997), "Neural networks methods in detection of structural modification and damage based on strain mode theory", PhD Dissertation, Tsinghua University.
|
10 |
Li, Q.S. (2000a), "A computational approach for free vibration of non-uniform flexural-shear plates", Comput. Method Appl. Mech. Eng., 190, 3-23.
DOI
ScienceOn
|
11 |
Qian, G.L., Gu, S.N. and Jiang, J.S. (1990), "The dynamic behaviour and crack detection of a beam with a crack", J. Sound Vib., 138, 233-243.
DOI
ScienceOn
|
12 |
Rizos, R.F., Aspragotos, N. and Dimarogonas, A.D. (1990), "Identification of crack location and magnitude in a cantilever beam from the vibration modes", J. Sound Vib., 138, 381-388.
DOI
ScienceOn
|
13 |
Specht, D.F. (1990), "Probabilistic neural networks", Neural Networks, 1(3), 109-118.
|
14 |
Yun, C.B., Yi, J.H. and Bahng, E.Y. (2001), "Joint damage assessment of framed structures using a neural networks technique", Eng. Struct., 23(5), 425-435.
DOI
ScienceOn
|
15 |
Zhou, X.Y. and Shen, P.S. (1997), "Study of damage assessment of concrete structures by strain model method", Journal of Hunan University, 24(5), 71-74.
|
16 |
Li, G.Q., Hao, K.C. and Lu, Y. (1998b), "Two step approach for damage identification of framed structures", Journal of Tongji University, 26(5), 483-487.
|
17 |
Li, Q.S. (2001b), "Dynamic behaviour of multi-step cracked beams with varying cross-section", J. Acoust. Soc. Am., 109(6), 3072-3075.
DOI
ScienceOn
|
18 |
Heam, G. (1991), "Modal analysis for damage detection in structures", J. Struct. Eng., ASCE, 117(10), 3042-3063.
DOI
|
19 |
Li, Q.S., Fang, J.Q. and Jeary, A.P. (1999), "Vibration analysis of tall buildings with narrow rectangular plane configuration", The Structural Design of Tall Buildings, 7(4), 307-322.
|
20 |
Li, Q.S. (2001c), "Vibratory characteristics of multi-step beams with an arbitrary number of cracks and concentrated masses", Appl. Acoust., 62(6), 691-706.
DOI
ScienceOn
|
21 |
Li, Q.S. (2002b), "Buckling of an elastically restrained multi-step non-uniform beam with multiple cracks", Archive of Applied Mechanics, 72, 522-535.
DOI
ScienceOn
|
22 |
Li, Q.S. (2003), "Class of exact solutions for buckling of multi-step non-uniform columns with an arbitrary number of cracks subjected to concentrated and distributed axial loads", Int. J. Eng. Sci., 41, 569-586.
DOI
ScienceOn
|
23 |
Li, Q.S. (2000b), "Free vibration of elastically restrained flexural-shear plates with varying cross-section", J. Sound Vib., 235, 63-85.
DOI
ScienceOn
|
24 |
Kim, H., Young, M. and Bartkowicz, T.J. (1993), "Two-step structural damage detection approach with limited instrumentation", J. Struct. Eng., ASCE, 119(2), 258-264.
|
25 |
Li, Q.S., Cao, H. and Li, G.Q. (1994), "Analysis of free vibrations of tall buildings", J. Eng. Mech., ASCE, 120(9), 1861-1876.
DOI
ScienceOn
|
26 |
Li, Q.S. (2001a), "Buckling of multi-step cracked columns with shear deformation", Eng. Struct., 23(4), 356-364.
DOI
ScienceOn
|