Capacity of Reinforced Concrete One-Way Slabs under Concentrated Loads

Related content

• Research output

• Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014

  Research output: Contribution to journal › Article › peer-review

• Neural network-based formula for shear capacity prediction of one-way slabs under concentrated loads

  Research output: Contribution to journal › Article › peer-review

• CAPACITY OF REINFORCED CONCRETE ONE-WAY SLABS UNDER CONCENTRATED LOADS

  Research output: Contribution to journal › Article › peer-review

• Experimental investigation on shear capacity of reinforced concrete slabs with plain bars and slabs on elastomeric bearings

  Research output: Contribution to journal › Article › peer-review

• Shear and Punching Capacity Predictions for One-Way Slabs under Concentrated Loads Considering the Transition between Failure Mechanisms

  Research output: Contribution to journal › Article › peer-review

• Influence of width on shear capacity of reinforced concrete members

  Research output: Contribution to journal › Article › peer-review

• Recommendations for the shear assessment of reinforced concrete slab bridges from experiments

  Research output: Contribution to journal › Article › peer-review

• Extended CSDT model for shear capacity assessments of bridge deck slabs

  Research output: Contribution to journal › Article › peer-review

• Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding

  Research output: Contribution to journal › Article › peer-review

• One-way shear strength of wide reinforced concrete members without stirrups

  Research output: Contribution to journal › Article › peer-review

• NLFEA of one-way slabs in transition between shear and punching: Recommendations for modeling

  Research output: Contribution to journal › Article › peer-review