Application of the modified damage index method to timber beams

Author:

Choi F.C.,Li J.,Samali B.,Crews K.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. Department of Transport and Regional Services, Australia. Chapter 4: Local government infrastructure. Local government national report. 2003. p. 61–77

2. Emerson RN, Pollock DG, Kainz JA, Fridley KJ, McLean DI, Ross RJ. Non-destructive evaluation techniques for timber bridges. In: Proceedings of 1998 world conference on timber engineering 1998. p. 670–77

3. Ross RJ, Pellerin RF. Nondestructive testing for assessing wood member in structures: A review. General technical report FPL-GTR-70 (Rev.), Madison, WI (US): Department of Agriculture, Forest Service, Forest Products Laboratory. 1993. p. 40

4. Vibration of PC bridge during failure process;Kato;ASCE Journal of Structural Engineering,1986

5. Ariyaratne W, Al-Dawod M, Samali B, Saleh A, Bakoss S. Testing and assessment of a 3-span steel–concrete highway bridge using dynamic methods–A case study. 5th Austroads bridge conference. May 2004: CD-Rom

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