Reliability-based modeling of punching shear capacity of FRP-reinforced two-way slabs
Yazarlar (5)
Doç. Dr. Ahmet Emin Kurtoğlu İstanbul Gelişim Üniversitesi, Türkiye
Prof. Dr. Abdulkadir Çevik Gaziantep Üniversitesi, Türkiye
Hm Albegmprlı
Prof. Dr. Mehmet Eren Gülşan Gaziantep Üniversitesi, Türkiye
Prof. Dr. Mahmut BİLGEHAN Gaziantep Üniversitesi, Türkiye
| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | Computers and Concrete | ||
| Dergi ISSN | 1598-8198 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 01-2016 |
| Cilt / Sayı / Sayfa | 17 / 1 / 87–106 | DOI | 10.12989/cac.2016.17.1.087 |
| Makale Linki | http://koreascience.or.kr/journal/view.jsp?kj=KJKHDQpy=2016vnc=v17n1sp=87 | ||
| UAK Araştırma Alanları |
Betonarme Yapılar
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| Özet |
| 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. |
| Anahtar Kelimeler |
| reliability,fiber reinforced polymer,RC slab,punching shear,structural safety,Monte Carlo simulation |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Google Scholar | 16 |