55   Artículos

 
en línea
Ahlam A. Abbood, Nazar Oukaili, Abbas A. Allawi and George Wardeh    
This study aimed to evaluate the effectiveness of a novel concrete-encased column (CE) using small circular steel tubes filled with cementitious grouting material (GFST) as the primary reinforcement instead of traditional steel bars. The research involve... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Subin Kim, Heejin Hwang, Keunyeong Oh and Jiuk Shin    
The seismically deficient column details in existing reinforced concrete buildings affect the overall behavior of the building depending on the failure type of the column. The purpose of this study is to develop and validate a machine-learning-based pred... ver más
Revista: Applied Sciences    Formato: Electrónico

 
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
Jiuzhi Fu, Yang Zhang and Yanyue Qin    
In this investigation, the effects of different fabrics with 0.20% carbon fiber textile (CFT), 0.21% glass fiber textile (GFT), and 0.25% basalt fiber textile (BFT) on the properties of TR-UHPC were investigated by axial tensile tests. A bending test of ... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Irem Zeynep Yildirim, Berk Turkel and Erol Guler    
Mechanically stabilized earth (MSE) walls perform well under earthquake loads, and hence they are preferred in earthquake-prone regions. The multifaceted load transfer between the components of the MSE wall under seismic loads can be captured using numer... ver más
Revista: Buildings    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
Xiaohua Bao, Zilong Cheng, Jun Shen, Xiaodong Zhang, Xiangsheng Chen and Hongzhi Cui    
A new stiffened composite pipe pile was developed for improving the foundation of reclaimed ground in ocean engineering. To study the bearing capacity of the stiffened composite pipe pile group, a combination of field test and finite element method was u... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Zhenhua Ren, Hui Wang, Lizheng Fang, Peng Ding and Xiantao Zeng    
Stainless steel has the characteristics of oxidation resistance, high temperature resistance, corrosion resistance, high strength, and high yield ratio. The use of stainless steel bars can extend the life of a structure, reduce later maintenance costs, a... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Entong Du, Lei Zhou and Ruizhen Fei    
In the construction of a shield crossing an existing mined tunnel without load, it is imperative to develop corresponding design standards that reflect actual engineering force characteristics to ensure the successful completion of the tunnel constructio... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Yuanxing Zhao, Xuan Gong, Jianwen Wang, Liru Zhang and Yefei Bai    
The dynamic yaw significantly affects the aerodynamic load distribution of wind turbines, and the aerodynamic load is one of the main influencing factors of wind turbine structural stress variation. Taking the NACA4415 horizontal axis wind turbine design... ver más
Revista: Applied Sciences    Formato: Electrónico

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