19   Artículos

 
en línea
Zuoxin Wang and Xiaohu Zhao    
Most current non-intrusive load monitoring methods focus on traditional load characteristic analysis and algorithm optimization, lack knowledge of users? electricity consumption behavior habits, and have poor accuracy. We propose a novel attention-guided... ver más
Revista: Information    Formato: Electrónico

 
en línea
Guang Feng, Bingyan Jiang and Yiyao Jiang    
The existence of joint clearances in the nose landing gear (NLG) is inevitable and significantly affects shimmy. It was found that the interaction of each joint clearance is closely related to the analysis of shimmy stability. In this study, the shimmy m... ver más
Revista: Aerospace    Formato: Electrónico

 
en línea
Qiao-Ling Fu, Liang Tan, Bin Long and Shao-Bo Kang    
This paper presents numerical simulations of multi-storey reinforced concrete frames under progressive collapse scenarios. Reinforced concrete frames with different storeys are modelled using DIANA. The load resistance and failure mode of frames are obta... 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
Yongjian Liu, Jiangjiang Li, Lei Jiang, Jianping Xian, Haotian Li, Yadong Zhao and Yunxia Gong    
In terms of load transfer, the design of the joints in concrete-filled steel tubular (CFST) arch bridges is more critical than that in buildings due to the higher likelihood of steel?concrete-interface debonding. To improve the contact at the steel?concr... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Meixiang Gu, Xiaocong Cai, Qiang Fu, Haibo Li, Xi Wang and Binbing Mao    
The three-dimensional finite difference method was used in this study to analyze the deformation and stresses of a passive pile under surcharge load in extensively deep soft soil. A three-dimensional numerical model was proposed and verified by a field t... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Kaiyuan Liu, Chao Han, Chengshun Xu and Zhibao Nie    
Under the action of vertical loading, batter piles rarely appear individually, as they undergo horizontal and vertical displacements at the same time and produce a sizeable additional bending moment. However, previous studies have mainly focused on a sin... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Tsu-Ping Yu, Yung-Lung Lee, Ya-We Li and Shih-Wei Mao    
With the continued development of 5G mobile communications technology, the implementation of high-power communication systems has become a key indicator of developed nations. Communication modules are also trending toward wide bandwidth and high-capacity... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Germán Otharán,Carlos Zavala,Mariano Arcuri,Mariano Di Meglio,Agustín Zorzano,Denis Marchal,Guillermina Köhler     Pág. 384 - 417
The conventional sedimentological model suggests that the accumulation of organic-rich fine-grained sedimentary rocks (<62.5 µm) is uniquely associated with fallout processes in low energy depositional environments. This contribution analyzes organic-... ver más
Revista: Andean Geology    Formato: Electrónico

 
en línea
Junwei Liu, Zhen Guo and Bo Han    
Open-ended pipe piles have been increasingly used as the foundations for offshore structures. Considering the soil plugging effect, a novel analytical model is proposed in this paper to study the load transfer mechanism of open-ended pipe piles. A trilin... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

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