Theoretical Interpretation of Impulse Response Tests of Embedded Concrete Structures
Author:
Affiliation:
1. Professor, Division of Solid Mechanics, Univ. of Lund, Box 118, S-221 00 Lund, Sweden.
2. Senior Principal Engineer, Construction Technology Laboratories, Inc., 5420 Old Orchard Rd., Skokie, IL 60077.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282004%29130%3A9%281062%29
Reference16 articles.
1. American Concrete Institute (ACI). (1998). “Nondestructive test methods for evaluation of concrete in structures.” ACI 228 2R-98 Detroit.
2. Chng R. (1992). “Characterizing the integrity of concrete roads/pavements using frequency response function methods.” PhD thesis Dept. of Mechanical Engineering Univ. of Manchester U.K.
3. DISCUSSION. FROM THEORY TO FIELD EXPERIENCE WITH THE NON-DESTRUCTIVE VIBRATION TESTING OF PILES.
4. Davis A. G. and Hertlein B. H. (1987). “Nondestructive testing of concrete pavement slabs and floors with the transient dynamic response method.” Proc. Int. Conf. Structural Faults and Repair Vol. 2 Univ. of Edinburgh London 429–433
5. Nondestructive testing of concrete chimneys and other structures
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