10   Artículos

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en línea
Vitaly Kozhusko,Sergey Krasnov,Kateryna Berezhna,Serhii Oksak,Roman Smolyanyuk     Pág. 37 - 44
This paper reports a study into the distribution capacity of a flexible plate in different cross-sections exposed to the external vertical concentrated forces applied in any place of its area. A plate with one pinched side and a series of racks arranged ... ver más
Revista: Eastern-European Journal of Enterprise Technologies    Formato: Electrónico

 
en línea
Awaludin A.,Hayashikawa T.,Oikawa A.,Hirai T.,Sasaki Y.,Leijten A.J.M.     Pág. 1 - 5
Improvement of cyclic or dynamic performance of timber connections has been intensively conducted since the overall response of wooden structures is merely a function of joint performance. For a bolted joint, filling the lead-hole clearance with epoxy re... ver más
Revista: Civil Engineering Dimension    Formato: Electrónico

 
en línea
A. N. Pasechnik,V. A. Pasechnik,N. N. Novotna     Pág. 187 - 191
It is offered an asymptotic method of calculation and study of the eigen vibrations of thin elastic rectangular plates with mixed conditions of fastening the contour of type "pinching-joint" for symmetrical and asymmetrical placement of the fastening are... ver más
Revista: Nauka ta Progres Transportu    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
Angelo Aloisio and Massimo Fragiacomo    
The paper presents an application of the Extended Energy-dependent Generalized Bouc?Wen model (EEGBW) to simulate the experimental cyclic response of Cross-Laminated Timber (CLT) panels. The main objectives of the paper are assessing the sensitivity of t... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Dario De Domenico, Emanuele Gandelli and Alberto Gioitta    
The inelastic response of reinforced concrete (RC) frames under seismic loading is influenced by mechanical and geometrical properties and by the reinforcement arrangement of the beam?column members. In this paper, the seismic response and recentering be... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Xingxing Liu, Weidong Lu, Kaifeng Liu, Fengyan Xu, Zhibin Ling and Kong Yue    
This paper comprehensively investigates the moment-rotation relationship of straight mortise-tenon joints commonly used in Chinese antique timber buildings, focusing on analyzing the local compression mechanism at the tenon end-mortise and the tenon neck... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Kun Luo, Zhengmin Wu, Chengmao Cao, Kuan Qin, Xuechen Zhang and Minhui An    
To date, mechanized picking of famous tea (bud, one bud one leaf) causes a lot of damage. Manual picking results in high-quality tea but the process is inefficient. Therefore, in order to improve the quality of mechanically harvested tea buds, the study ... ver más
Revista: Agriculture    Formato: Electrónico

 
en línea
Naveed Ahmad, Muhammad Rizwan, Babar Ilyas, Sida Hussain, Muhammad Usman Khan, Hamna Shakeel and Muhammad Ejaz Ahmad    
The paper discusses how joint damage and deterioration affect the seismic response of existing reinforced concrete frames with sub-standard beam?column joints. The available simplified modeling techniques are critically reviewed to propose a robust, yet ... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Bin Chi, Xu Yang, Fenglai Wang, Zhiming Zhang and Yuhu Quan    
In recent years, traditional masonry structures have been widely used in rural areas of China. However, they were found to have a poor seismic performance during earthquakes. In this study, a new prestressing technology was proposed and described in deta... ver más
Revista: Applied Sciences    Formato: Electrónico

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