TheEquivalentReinforcedConcretemodelforsimulatingthebehavior ofshearwalJsunderdynamicloading

J (2001). "TheEquivalentReinforcedConcretemodelforsimulatingthebehavior ofshearwalJsunderdynamicloading." In Proceedings of FraMCoS 4, Cachan, France.

J. "TheEquivalentReinforcedConcretemodelforsimulatingthebehavior ofshearwalJsunderdynamicloading." Paper presented at FraMCoS 4, Cachan, France, 2001.

J, "TheEquivalentReinforcedConcretemodelforsimulatingthebehavior ofshearwalJsunderdynamicloading," in Proc. FraMCoS 4, Cachan, France, 2001.

@inproceedings{j2001,
  title     = {TheEquivalentReinforcedConcretemodelforsimulatingthebehavior ofshearwalJsunderdynamicloading},
  author    = {J},
  year      = {2001},
  booktitle = {Proceedings of FraMCoS 4},
  address   = {Cachan, France},
}

TY  - CPAPER
TI  - TheEquivalentReinforcedConcretemodelforsimulatingthebehavior ofshearwalJsunderdynamicloading
AU  - J
PY  - 2001
T2  - Proceedings of FraMCoS 4
CY  - Cachan, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/TheEquivalentReinforcedConcretemodelforsimulatingthebehavior_ofshearwalJsunderdy.pdf
AB  - A new simplified modeling strategy for simulating the non-linear behavior of reinforced con- crete structures submitted to severe dynamic shear is presented. The Equivalent Reinforced Concrete model (ERC) uses lattice meshes for concrete and reinforcement bars and uniaxial constitutive laws based on the principles of continuum damage mechanics and plasticity. Verification is provided through comparisons with the results of the NUPEC experimental program. ERC is a simplified method that intends to save computer time and to allow for parametrical studies. The proposed lattice model is promising and could be extended to 3D calculations or to simulate the behavior of plastic…
ER  -