In this paper, an Adaptive nerou-based inference system (ANFIS) is being used for the
prediction of shear strength of high strength concrete (HSC) beams without stirrups. The …

The main aim of this research was to investigate the shear strength of non-prismatic steel
fiber reinforced concrete beams under monotonic loading considering different parameters …

The article deals with the comparison of the bending behavior of cylindrical lattice samples
with radially and orthogonally arranged cells made of ABS material. The structures were …

With major breakthroughs in material science in recent years, civil engineering construction
technology has simultaneously gone through major paradigm shifts. From the conventional …

The shear span-to-effective depth ratio (a/d) is one of the factors governing the shear
behavior of reinforced concrete (RC) beams, with or without shear reinforcement. In high …

Çalışmada, betonarme kirişlerde Ultra Yüksek Perfromanslı Lifli Beton (UYPLB)
kullanımının, kiriş sünekliği, taşıma kapasitesi, eğilme rijitliği, kırılma şekilleri ve çatlak …

This article presents an experimental study aiming to provide reliable experimental data for
the prediction of the shear strength of reinforced concrete beams without stirrups. The shear …

SNiP code is widely used in the so-called Post-Soviet Union or Commonwealth of
Independent States (CIS) countries for the structural designs of reinforced concrete (RC) …

When it comes to the present, high-rise and larger buildings were increasing, as the
research and the use of Ultra-High Performance Concrete (UHPC) are increasing. We …

A large number of tests have been conducted to date in order to investigate in detail the
behaviour of simply supported reinforced concrete (RC) beam specimens under static …