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Frontiers of Structural and Civil Engineering >> 2020, Volume 14, Issue 6 doi: 10.1007/s11709-020-0675-7
An enhanced damage plasticity model for predicting the cyclic behavior of plain concrete under multiaxial loading conditions
. Unit of Strength of Materials and Structural Analysis, Institute of Basic Sciences in Engineering Sciences, University of Innsbruck, Innsbruck 6020, Austria.. Department of Civil & Environmental Engineering, University of California, Los Angeles, CA 90095, USA
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