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Yıl 2014, Cilt: 25 Sayı: 125, - , 01.06.2014

Öz

Codes keep the probability of shear failure low in order to prevent a reinforced concrete member from reaching its ultimate strength through shear failure, which is sudden and brittle. Numerous equations for predicting the cracking shear strength of a reinforced concrete beam without stirrups have been proposed in the previous studies. In this study, performance functions related to the equations given by four codes and seven researches are developed considering beams with various geometrical and material properties. The reliability of these equations is assessed based on the performance functions by using second-moment approach. According to the failure probabilities based on different distributions, it is observed that the equation given by EN92 is the most reliable one. Keywords: Reinforced concrete, beam, shear strength, probabilistic, reliability, failure

Abstract

Yıl 2014, Cilt: 25 Sayı: 125, - , 01.06.2014

Öz

Toplam 0 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Bölüm Makale
Yayımlanma Tarihi 1 Haziran 2014
Gönderilme Tarihi 18 Haziran 2015
Yayımlandığı Sayı Yıl 2014 Cilt: 25 Sayı: 125

Kaynak Göster

APA Abstract. (2014). Teknik Dergi, 25(125).
AMA Abstract. Teknik Dergi. Haziran 2014;25(125).
Chicago “Abstract”. Teknik Dergi 25, sy. 125 (Haziran 2014).
EndNote (01 Haziran 2014) Abstract. Teknik Dergi 25 125
IEEE “Abstract”, Teknik Dergi, c. 25, sy. 125, 2014.
ISNAD “Abstract”. Teknik Dergi 25/125 (Haziran 2014).
JAMA Abstract. Teknik Dergi. 2014;25.
MLA “Abstract”. Teknik Dergi, c. 25, sy. 125, 2014.
Vancouver Abstract. Teknik Dergi. 2014;25(125).