15   Artículos

 
en línea
Eyad K. Sayhood, Nisreen S. Mohammed, Salam J. Hilo and Salih S. Salih    
This paper presents comprehensive empirical equations to predict the shear strength capacity of reinforced concrete deep beams, with a focus on improving the accuracy of existing codes. Analyzing 198 deep beams imported from 15 existing investigations, t... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Chenhua Jin, Yanli Su, Zuanfeng Pan and Shaoping Meng    
Experimental observations on three reinforced concrete shear walls with small shear span-to-depth ratio (SDR) under combined high vertical axial load and horizontal cyclic loads are presented. The influence of high axial load ratio (ALR) on the failure m... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Chun Lin, Zhe Lin, Xin Xue, Song He and Lei Wang    
Reinforced concrete (RC) structures under earthquake excitation may fail and cause significant casualties and economic losses, highlighting the importance of studying their seismic failure mechanisms. Considering that the commonly used finite element met... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Carlos Alberto Benedetty, Ingrid R. Irreño, Juan J. Martinez, Luiz C. Almeida, Leandro M. Trautwein, Pablo A. Krahl     Pág. 717 - 736
Revista: Revista de la Construcción    Formato: Electrónico

 
en línea
Keun-Hyeok Yang, Ju-Hyun Mun, Jong-Won Kim and Sung-Jin Lee    
With the increased interest in the inherent fire resistance of organic insulators, various precast concrete insulation panels have been developed. However, precast concrete insulation panels still have structural and fire resistance problems resulting fr... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Agus Setiya Budi, Endah Safitri, Senot Sangadji and Stefanus Adi Kristiawan    
Various concretes have been developed to meet the principles of sustainability. High volume fly ash-self compacting concrete (HVFA-SCC) is one example. The utilization of HVFA-SCC for structural applications, however, raises a concern among designers: th... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Oladimeji B. Olalusi and Panagiotis Spyridis    
Shear failure is a brittle and undesirable mode of failure in reinforced concrete structures. Many of the existing shear design equations for steel fiber reinforced concrete (SFRC) beams include significant uncertainty due to the failure in accurately pr... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Jan Bielak, Viviane Adam, Josef Hegger and Martin Classen    
A reliable and economic utilization of textile-reinforced concrete in construction requires appropriate design concepts. Unlike designs for bending, the development of models for shear is still the subject of current research. Especially for thin slabs, ... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Yixin Zhang, Shansuo Zheng, Xianliang Rong, Liguo Dong and Hao Zheng    
Previous research shows that freeze?thaw cycles represent one of the most dangerous threats to reinforced concrete (RC) structures. However, there is almost no experimental data on the effects of freeze?thaw cycles on the seismic behavior of RC columns s... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Sudheer Reddy, L.,Ramana Rao, N.V.,Gunneswara Rao, T.D.     Pág. 50 - 58
The use of steel fibers to improve the mechanical properties of concrete has been the ongoing interest in the research work. This paper deals with one such improvement in the mechanical property of concrete, which is the shear strength. In this paper an ... ver más
Revista: Civil Engineering Dimension    Formato: Electrónico

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