| CPC G01N 29/14 (2013.01) [G01N 29/12 (2013.01); G01N 2291/0234 (2013.01)] | 6 Claims | 

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               1. A structure evaluation system comprising: 
            a plurality of sensors configured to detect elastic waves generated in prestressed concrete in which a prestressed concrete steel material is internally provided; 
                an evaluator configured to evaluate a breakage of the steel material on the basis of elastic waves detected for a second period, which is a period after a first period has elapsed from a point in time when a magnitude of the elastic waves detected by the plurality of sensors is greater than or equal to a threshold value; and 
                a position locator configured to locate a position of an elastic wave source using a plurality of elastic waves detected for the second period in each of the plurality of sensors, 
                wherein the evaluator is further configured to: 
                acquire elastic waves detected during the second period and not acquire elastic waves detected during the first period; 
                  evaluate a breakage of the steel material based on the acquired elastic waves detected during the second period; and 
                  determine that breakage of the steel material has occurred when there are a plurality of elastic wave sources within a given range in an evaluation target area from a position locating result of the position locator, 
                wherein the first period is 7 ms to 9 ms, and 
                wherein the second period is 10 ms to 100 s. 
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