A2D-3DsimplifiedmodelingstrategytosimulatethenonlinearbehaviorofU-shapedwalJs

J (2001). "A2D-3DsimplifiedmodelingstrategytosimulatethenonlinearbehaviorofU-shapedwalJs." In Proceedings of FraMCoS 4, Cachan, France.

J. "A2D-3DsimplifiedmodelingstrategytosimulatethenonlinearbehaviorofU-shapedwalJs." Paper presented at FraMCoS 4, Cachan, France, 2001.

J, "A2D-3DsimplifiedmodelingstrategytosimulatethenonlinearbehaviorofU-shapedwalJs," in Proc. FraMCoS 4, Cachan, France, 2001.

@inproceedings{j2001,
  title     = {A2D-3DsimplifiedmodelingstrategytosimulatethenonlinearbehaviorofU-shapedwalJs},
  author    = {J},
  year      = {2001},
  booktitle = {Proceedings of FraMCoS 4},
  address   = {Cachan, France},
}

TY  - CPAPER
TI  - A2D-3DsimplifiedmodelingstrategytosimulatethenonlinearbehaviorofU-shapedwalJs
AU  - J
PY  - 2001
T2  - Proceedings of FraMCoS 4
CY  - Cachan, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A2D-3DsimplifiedmodelingstrategytosimulatethenonlinearbehaviorofU-shapedwalJs.pdf
AB  - Within the framework of the TMR - ICONS research program, dynamic and cyclic tests on U- shaped shear walls have been performed at CEA Saclay and JRC Ispra respectively. The paper presents the simulations made at LMT Cachan in order to prepare the tests and the comparisons between the numerical and the experimental results. 2D multi-layered Bernoulli beam elements and uniaxial constitutive laws based on damage mechanics and plasticity have been used to define the seismic intensity levels to be applied during the shaking-table tests. In order to simulate the cyclic tests a 3D multifiber Timoshenko beam element with higher…
ER  -