1.土木工程研討會系列（二），(1992)「構造物補強研討會」，台灣省土木技師工會，民國八十一年五月。
2.蕭興臺、宋永鑾和廖肇昌，「R.C.構件鋼板補強工法之探討」結構工程，第九卷，第四期，民國八十三年十二月，第79-96頁。3.Roberts, T.M. and Haji-Kazemi, H., ‘Theoretical study of the behavior of reinforced concrete beams strengthened by externally bonded steel plates’, Proc. Instn.Civil Engrs, Part 2, 87, 1989, 39-55.
4.Swamy, R.N., Jones, R., and Bloxham, J.W., ‘Structural behaviour of reinforced concrete beams strengthened by epoxy-bonded steel plates’, The Structural Engineer, 65A (2), 1987.
5.Jones, R., Swamy, R. N., Charif, A., ‘Plate separation and anchorage of reinforced concrete beams strengthened by epoxy-bonded steel plates’, The Structural Engineer, 66 (5), 1988.
6.蕭興臺，「複合三明治樑之撓曲理論及其在RC樑鋼板補強之應用」中國土木水利工程學刊，第九卷，第三期，民國八十六年。7.Carino, N. J. and Sansalone, M., ”Impact-Echo: A New Method for Inspecting Construction Materials,” Proceeding of Nondestructive Testing and Evaluation of Materials for Construction, University of lllions, August (1988).
8.Lin, Y., Sansalone, M., and Carino, N. J., “Finite Element Studies of the Impact-Echo Response of Plate Containing Thin Layers and Voids,” Journal of Nondestructive Evaluation, Vol 9, NO.1, pp.27-47 (1990).
9.Cheng, C. C. and Sansalone, M., ”The Impact-Echo Response of concrete Plates containing delamination：numerical, experimental and field studies,” Materials and Structures, pp.274-285 (1993).
10.Sansalone, M. and Carino, N. J., ”Impact-Echo：A Method for Flaw Detection in Concrete Using Transient Stress Waves,” NBSIR 86-3452, National Bureau of Standard, Gaithersburg, Maryland, September, pp.222 (1986).
11.Carino, N. J. and Sansalone, M., “Detecting Voids in Metal Tendon Ducts Using the Impact - Echo Method,” Materials Journal of the American Concrete Institude, Vol.89, No.3, May - June, pp.296-303 (1992).
12.Sansalone, M. and Carino, N. J., “Laboratory and Field Study of the Impact - Echo Method for Flaw Detecting in Concrete,” Special Publication of the American Concrete Institute, pp.1-20 (1988).
13.Lin, Y. and Sansalone, M., “Transient Response of Thick Circular and Square Bars Subjected to Transverse Elastic Impact,” Journal of the Acoustical Society of America, Vol.91, No.2, February, pp.885-893 (1992).
14.Lin, Y. and Sansalone, M., ”Detecting Flaws in Concrete Beams and Columns Using the Impact-Echo Method,” Materials Journal of the American Concrete Institude, July - August, pp. 394-405(1992).
15.Lin, Y. and Sansalone, M., ”Transient Response of Thick Rectangular Bars Subjected to Transverse Elastic Impact,” Journal of the Acoustical Society of America, Vol.91, No.5, May, pp.2674-2685 (1992).
16.Sansalone, M., Lin, Y. and Carino, N. J., ” Impact-Echo Response of Plates Containing Thin Layers and Voids,” Published in the Proceedings of Review of Progress in Quantitative NDE, eds. D. Thompson and D. Chiment I, Vol. 9B, pp.1935-1942 (1990).
17.Lin, Y., Sansalone, M. and Carino, N. J., “Impact-Echo Response of Concrete Shaft”, ASTM Geotechnical Testing Journal, Vol.14, No.2, pp.121-137 (1991).
18.Lin, J. and Sansalone, M., “Impact-Echo Response of Hollow Cylindrical Concrete Structure by Soil or Rock, Part1-Numerical Studies,” ASTM Geotechnical Testing Journal, Vol.17, No.2, June, pp.220-226 (1994).
19.Lin, J. and Sansalone, M., “Transient Elastic Impact of Thick Hollow Cylinders,” Journal of Nondestructive Evaluation, Vol.12, No.2, pp.139-149 (1993).
20.Lin, Y. and Su. W. C., “ The Use of Stress Waves for Determining the Depth of Surface-Opening Cracks in Concrete Structures,” Materials Journal of the American Concrete Institude, Vol.93, No.5, pp.494-505 (1996).
21.周亞儀，「以應力波法評估混凝土表面老劣化程度之初步研究」，碩士論文，私立朝陽科技大學營建工程系研究所，台中，第4-11頁，2006。22.倪勝火，「表面波譜分析法（SASW）之分析原理與應用」，地工技術，第86期，第5-18頁，2001。23.Cho, Y. S., “Spectral analysis of surface wave response of multi-layer thin cement mortar slab structures with finite thickness,＂NDT and E international, Vol.34, pp.115-122, 2001.
24.Dong-Soo Kim, Min-Kyun Shin, Hyung-Choon Park, “Evaluation of density in layer compaction using SASW method,” Soil Dynamics and Earthquake Engineering, Vol.21,pp.39-46,2001.
25.M. Goueygou, B.Piwakowsik, A. Fnine, M. Kaczmarek, F. Buyle-Bodin, “NDE of two-layered mortar samples using high-frequency Rayleigh waves,” Ultrasonice, Vol 42,pp889-895,2004.
26.Dennis A. sack, Larry D. Olson, “Advanced NDT methods for evaluating concrete bridges and other structures,” NDT&E International Vol. 28, No.6, pp.349-357, 1995.
27.Hideo Cho, Shingo Ogawa, Mikio Takemoto, “Non-contact laser ultrasonics for detecting subsurface lateral defects,” NDT&E International Vol. 29, No.5, pp.301-306, 1996.
28.R. Basri, W.K. Chiu, “Numerical analysis on the interaction of guided Lamb waves with a local elastic stiffness reduction in quasi-isotropic composite plate structures”, Composite Structures 66, 2004, 87–99.
29.R. A. Wardany, G. Ballivy, J-L Gallias, K. Saleh, and J. Rhazi “Assessment of Concrete Slab Quality and Layering by Guided and Surface Wave Testing”, ACI Materials Journal, 104(3), 2007, 268-275.
30.R. Basri, W.K. Chiu, ”Numerical analysis on the interaction of guided Lamb waves with a local elastic stiffness reduction in quasi-isotropic composite plate structures”, Composite Structures 66, 2004, 87–99.
31.Lamb, H. ‘‘On waves in an elastic plate.’’ Proc. R. Soc. London, 93, pp.114–128, 1917.
32.Ryden, N., Park, C.B., Ulriksen P., Miller R. D., “Multimodal Approach to Seismic Pavement Testing”, Journal of Geotechnical and Geoenvironmental Engineering, 130 (6), pp. 636–645, 2004.
33.周亞儀，「以應力波法評估混凝土表面老劣化程度之初步研究」，碩士論文，私立朝陽科技大學營建工程系研究所，台中，第14-15頁，2006。
34.Disperse ‘‘A system for generating dispersion curves,’’ User’s manual version 2.0.11. Software version 2.0.15e. www.ndt.imperial.ac.uk. 2001.