Multi-Scale Simulation of Structural Concrete Subjected to Seismic and Fatigue Loads Coupled with Drying and Wetting

Koichi Maekawa (2016). "Multi-Scale Simulation of Structural Concrete Subjected to Seismic and Fatigue Loads Coupled with Drying and Wetting." In Proceedings of FraMCoS 9, Berkeley, California, USA.

Koichi Maekawa. "Multi-Scale Simulation of Structural Concrete Subjected to Seismic and Fatigue Loads Coupled with Drying and Wetting." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.

Koichi Maekawa, "Multi-Scale Simulation of Structural Concrete Subjected to Seismic and Fatigue Loads Coupled with Drying and Wetting," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.

@inproceedings{koichi-maekawa2016,
  title     = {Multi-Scale Simulation of Structural Concrete Subjected to Seismic and Fatigue Loads Coupled with Drying and Wetting},
  author    = {Koichi Maekawa},
  year      = {2016},
  booktitle = {Proceedings of FraMCoS 9},
  address   = {Berkeley, California, USA},
}

TY  - CPAPER
TI  - Multi-Scale Simulation of Structural Concrete Subjected to Seismic and Fatigue Loads Coupled with Drying and Wetting
AU  - Koichi Maekawa
PY  - 2016
T2  - Proceedings of FraMCoS 9
CY  - Berkeley, California, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Multi-Scale_Simulation_of_Structural_Concrete_Subjected_to_Seismic_and_Fatigue_L.pdf
AB  - The multi-scale thermo-hygral modeling is applied to full-scale RC structural systems under combined long-term ambient and short seismic actions, and experimentally verified in reference to a shaking table test of the real scale RC building. Here, the effect of drying shrinkage on seismic responses of framed buildings is numerically investigated and the coupling with steel bar corrosion is discussed as a complex durability problem. It is concluded that the drying effect of structural concrete has the substantial impact on shear capacity of RC members and the story drift of buildings when thin shear walls play a major role of the…
ER  -