Transient stress waves offer a powerful approach for non-destructive condit
ion evaluation of concrete structures. However, currently used stress-wave-
generating techniques are limited by poor controllability and/or penetratin
g ability. Stress wave generation must therefore be improved so that the ap
plication of existing and new ultrasonic and sonic non-destructive testing
techniques to concrete structures will be more effective. This paper first
summarizes the existing, traditional stress-wave-generating techniques for
testing concrete structures. A method by which electromagnetic and piezoele
ctric-based sources are driven by AM burst signals is then introduced, full
y detailed and shown to be appropriate for concrete tests in place of tradi
tional sources. The performance of these sources is demonstrated through th
e results of impact-echo tests and spectral analysis of surface waves perfo
rmed on a Portland cement concrete structure.