17   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
Guangyu Guo, Jinju Cui and Deyu Wang    
Bows and stems are often subjected to wave slamming loads. Stiffened plates with curvatures in both longitudinal and transversal directions are the basic members of these structures. As a result, it is important to investigate the lateral ultimate streng... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Thi Tuyet Trinh Nguyen, Van Bac Nguyen and Minh Quan Thai    
In this paper, the flexural strength and buckling of the partially concrete-filled steel tubes (PCFST) under laterally repeated loads was investigated through three-point bending test configuration. Three-dimensional Finite Element (FE) models of the ben... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Yuguo Liu, Kai Xia, Botong Wang, Ji Le, Yanqing Ma and Mingli Zhang    
Rapid advancements in construction technologies have accelerated the development of complex and deep underground structures, raising concerns about the impact of groundwater on structures, particularly anti-floating measures. Traditional tensioned anchor... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Yunyang Wang, Shengwei Sun, Liqing Zhang and Yandong Jia    
The development of self-compacting concrete-filled thin-walled steel tubular columns is a potential strategy to ease the challenge of conserving resources in society, which are largely consumed by the quickly developing civil industry. However, the appli... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Pinle Zhang, Jinyulin Wang and Junfang Gao    
Six RC short-limb shear walls with an L-shaped section, constructed with high-strength rebar and high-strength concrete, were loaded to destruction with pseudo-static loading. Experimental results were discussed and compared with L-shaped RC short-limb s... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Jeong-Hyeon Kim, Doo-Hwan Park, Seul-Kee Kim, Jeong-Dae Kim and Jae-Myung Lee    
This study aimed to investigate the behavioral characteristics of the lateral deflection of a simply supported perforated steel plate subjected to axial compression. Investigating the lateral deflection of the perforated plate is of great significance be... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Yiming Zhou, Nianchun Deng and Tao Yang    
Hangers are important tensile members in half-through arch bridges and through arch bridges (HTABs and TABs). The floating deck structures of HTABs and TABs will commonly produce longitudinal deformation and rotate under the effect of temperature and the... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Yannian Zhang and Moncef L. Nehdi    
This study investigates the behavior of cast-in-situ masonry cavity walls subjected to in-plane quasi-static loading. Thirteen cast-in-situ masonry cavity walls and one solid wall were tested under combined axial and quasi-static lateral loads. Test para... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Ben He, Yongqing Lai, Lizhong Wang, Yi Hong and Ronghua Zhu    
Scouring of soil around large-diameter monopile will alter the stress history, and therefore the stiffness and strength of the soil at shallow depth, with important consequence to the lateral behavior of piles. The existing study is mainly focused on sma... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

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