44   Artículos

 
en línea
Seyed Fathollah Sajedi, Iman Saffarian, Masoud Pourbaba and Jung Heum Yeon    
This paper presents experimental and theoretical assessments of the structural behavior of circular steel fiber-reinforced concrete (SFRC) columns reinforced with glass fiber-reinforced polymer (GFRP) bars subjected to a concentric axial compressive load... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Wenbin Zhang, Yan Feng, Xiangqiang Zeng, Ming Xu, Liang Gong and Lijun Rui    
A new type of assembled integral multi-ribbed composite floor system with novel wet joint and steel sleeve connections, which exhibits satisfactory strength and stiffness, was proposed in the previous study. To further study the flexural performances of ... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Bingliu Wu, Ke Xu, Mingchang Yang, Zheng Dong, Jianwen Shao, Chuanqing Fu and Wenhao Ni    
Reinforcement corrosion significantly impacts the service life of reinforced concrete structures. The present study investigates the circumferential and longitudinal non-uniformity of steel corrosion in concrete subjected to mechanical load. Results indi... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Dong-Jin Kim, Lwun Poe Khant, Daniel Darma Widjaja and Sunkuk Kim    
The production of steel rebar is an energy-intensive process that generates CO2 emissions. In construction, waste is generated by cutting stock-length rebar to the required lengths. The reduction rate achieved in most previous studies was limited due to ... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Zhongling Wang, Xiaohong Zheng, Qiqi Wang and Qian Wang    
Ultra-high-performance concrete (UHPC)-filled duct connection is an innovative solution for joining assembled structures, in which the anchorage performance of the rebar and UHPC filled in bellows plays a critical role in determining the overall connecti... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Amirhassan Alizadeh, Taleb Moradi Shaghaghi, Masoud Pourbaba, Seyed Saeed Mirrezaei and Yousef Zandi    
Shear failure is an unfavorable phenomenon as it is a brittle type of failure; however, adding rebars and fibers to a concrete beam can minimize its detrimental effects. The objective of this study was to experimentally investigate the shear behavior of ... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Shengqiang Li, Jin Wang, Zhiwei Yu, Yadong Li and Hongyan Guo    
Steel formworks are widely used in prefabricated buildings thanks to their good characteristics. With the rapid development of engineering construction in China, steel formwork concrete structures, characterized by convenient construction, good seismic p... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Rajeev Devaraj, Ayodele Olofinjana and Christophe Gerber    
It is becoming accepted that glass-fibre-reinforced polymer (GFRP) is a credible and effective replacement for steel in reinforced concrete (RC) to meet structural requirements whilst addressing durability concerns posed by steel over the long term. A be... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Zofia Szweda and Dominik Czachura    
The consequences of the loss of the load-bearing capacity due to the corrosion of prestressing steel can be much more dangerous than in the case of reinforced concrete structures, since failure can occur quite rapidly and without warning. A very importan... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Hongmei Zhang, Zizhao Tang, Yuanfeng Duan and Zhiyuan Chen    
Shear walls are important vertical and lateral bearing element in structures. While shear walls with openings are fragile due to stress concentration and the quasi-brittle behavior of concrete in tension. Therefore, additional strengthening rebars are re... ver más
Revista: Buildings    Formato: Electrónico

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