DYNAMIC FAILURE MECHANISM OF ROCKFILL DAM MODELS COMPOSED OF REGULARLY ARRANGED CIRCULAR PARTICLES
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چکیده
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Arch dams are generally built in cantilvever monoliths. Vertical contraction joints between monoliths control the stresses due to concrete shrinkage and temperature variations. Past studies in earthquake safety evaluation of the system often show the tensile fracture and local nonlinear deformation of joints. In this paper, some nonlinear joint element constitutive models are presented to exami...
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ژورنال
عنوان ژورنال: Doboku Gakkai Ronbunshu
سال: 1987
ISSN: 0289-7806,1882-7187
DOI: 10.2208/jscej.1987.388_197