Reliability-based modeling of punching shear capacity of FRP-reinforced two-way slabs

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Kurtoglu, Ahmet Emin;Cevik, Abdulkadir;Albegmprli, Hasan M.;Gulsan, Mehmet Eren;Bilgehan, Mahmut

  • 투고 : 2015.05.05
  • 심사 : 2016.01.12
  • 발행 : 2016.01.25

초록

This paper deals with the reliability analysis of design formulations derived for predicting the punching shear capacity of FRP-reinforced two-way slabs. Firstly, a new design code formulation was derived by means of gene expression programming. This formulation differs from the existing ones as the slab length (L) was introduced in the equation. Next, the proposed formulation was tested for its generalization capability by a parametric study. Then, the stochastic analyses of derived and existing formulations were performed by Monte Carlo simulation. Finally, the reliability analyses of these equations were carried out based on the results of stochastic analysis and the ultimate state function of ASCE-7 and ACI-318 (2011). The results indicate that the prediction performance of new formulation is significantly higher as compared to available design equations and its reliability index is within acceptable limits.

키워드

reliability;fiber reinforced polymer;RC slab;punching shear;structural safety;Monte Carlo simulation

참고문헌

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피인용 문헌

  1. 1. Analysis of punching shear in high strength RC panels-experiments, comparison with codes and FEM results vol.17, pp.6, 2016, doi:10.12989/cac.2016.17.1.087

과제정보

연구 과제 주관 기관 : Gaziantep University