4SAGAIAK A I, ELIZAROV S V. Acoustic emission parameters correlated with fracture and deformation processes of con- crete members [ J]. Construction and Building Materials, 2007,21 (3) :477-482.
5WATANABE T, NISHIBATA S, HASHIMOTO C, et al. Compressive failure in concrete of recycled aggregate by acoustic emission[ J]. Construction and Building Materials, 2006,21 (3) :470-476.
6S.Yuyama Z.-W.Li M.Yoshizawa T.Tomokiyo T.Uomoto.Evaluationof fatigue damage in reinforced concrete slab by acoustic emission[J].NDT&E International 34(2001):381~387.
7B.v.Tinkey T.J.Fowler R.E.Klingner.Non-destructive Testing of Prestressed Bridge Girders with Distributed Damage[D].Center for Transportation Research TheUniversity of Texas at Austin.2002.
8M G Ali A RMaddocks.Evaluation of Corrosion of Prestressing Steel in Concrete Using Non-destructive Techniques[J].Corrosion & Materials.Vol.28,Oct.-Dec.2003:42~48.
9Narayanan Neithalath JasonWeiss Jan Olek.Fiber Reinforced Enhanced Porosity Concrete:Acoustic Behavior[A].International Conference on High Performance Concretes,Reinforced Concretes and Smart Materials[C],ICFRC Chennai,India.2004.
10Pollock A A,Smith B.Stress-Wave Emission monitoring of a military bridge[J].Non-Destructive Testing,1972,5(6):348-353.