16   Artículos

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en línea
Beata Gajewska and Marcin Gajewski    
The formulations of tasks modelling embankments on soft soil, improved with columns and with reinforced load transfer platform (LTP), differ significantly. One of these differences is the distribution of equivalent load modelling part of the load carried... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Rosario Montuori, Elide Nastri and Bonaventura Tagliafierro    
The force distribution proposed by codes, which in many cases is framed in the equivalent static force procedure, likely leads to design structures with non-uniform drift distribution in terms of inter-storey drift and ductility demands. This can lead to... 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
Cheng Zhou, Liuxiong Xu, Hao Tang, Fuxiang Hu, Pingguo He, Taisei Kumazawa, Xuefang Wang, Rong Wan and Shuchuang Dong    
Dynamic responses of tuna purse seine to currents were numerically studied with regard to the vertical subsidence and global load distribution, and determinant attributes were identified. We rebuilt the submerged geometry of a purse seine net using the l... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Feihong Yun, Dong Liu, Xiujun Xu, Kefeng Jiao, Xiaoquan Hao, Liquan Wang, Zheping Yan, Peng Jia, Xiangyu Wang and Bin Liang    
Taking a subsea collet connector as an example, the contact characteristics of the sealing structure of the subsea connector under thermal?structural coupling were studied. Considering the heat transfer problem of the subsea connector in deep water, the ... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Miao Li, Hao Li and Yang Wen    
A new type of spherical node was used to design a laboratory-scale prototype of a six-leg lattice of steel tubes and concrete for application as a wind turbine tower. Repeated load tests were performed on the prototype tower for several weeks to evaluate... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Jafar S. Pilakkadan, Rafic M. Ajaj, Zawar Haider and Mohammadreza Amoozgar    
This paper studies the aeroelastic behavior of a rectangular, cantilever wing equipped with the spanwise morphing trailing edge (SMTE) concept. The SMTE consists of multiple trailing edge flaps that allow controlling the spanwise camber distribution of a... ver más
Revista: Aerospace    Formato: Electrónico

 
en línea
Riku Kubota, Jin Kashiwada and Yasuo Nihei    
In recent years, large-scale heavy rainfall disasters have occurred frequently in several parts of the world. Therefore, a quantitative approach to understanding how buildings are damaged during floods is necessary to develop appropriate flood-resistant ... ver más
Revista: Water    Formato: Electrónico

 
en línea
En-Feng Deng, Jun-Yi Lian, Zhe Liu, Guang-Cao Zhang, Shi-Bo Wang and Dian-Bin Cao    
Modular steel construction (MSC) consists of the off-site prefabrication of a fully finished module and the on-site assembling of the module unit. The popularity of MSC is on the rise, attributable to its technical advantages of speed and quality of buil... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Teguh Putranto, Mihkel Kõrgesaar and Kristjan Tabri    
The objective of this paper is to present the application of equivalent single layer (ESL) approach for the ultimate strength assessment of ship hull girder in the context of numerical finite element (FE) simulations. In the ESL approach, the stiffened p... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Yuliang Wang, Zhaohui Wang, Yunlong Zhou, Zhinian Yang and Yumin Zhang    
At present, most precast shear walls are implemented in accordance with the method equivalent to a cast-in-place structure, where the joint is complicated, and the construction is difficult. According to the characteristics of precast shear wall structur... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Pengfei Ma, Yongjie Li, Jiceng Han, Cheng He and Wenkai Xiao    
In this study, a finite element, fully three-dimensional solid modeling method was used to study the mechanical response of a steel-cored aluminum strand (ACSR) with a mid-phase jumper under wind load. A whole model (simplifying an ACSR into a solid cyli... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Enrico Cestino, Giacomo Frulla, Paolo Piana and Renzo Duella    
Thin-walled composite box beam structural configuration is representative of a specific high aspect ratio wing structure. The optimal design procedure and lay-up definition including appropriate coupling necessary for aerospace applications has been iden... ver más
Revista: Aerospace    Formato: Electrónico

 
en línea
Luca Urbanucci, Daniele Testi and Joan Carles Bruno    
District heating and cooling networks based on trigeneration systems and renewable energy technologies are widely acknowledged as an energy efficient and environmentally benign solution. These energy systems generally include back-up units, namely fossil... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Haiao Zeng and Jinglu Wu    
As the third largest freshwater lake in China, Taihu Lake has experienced severe cyanobacterial blooms and associated water quality degradation in recent decades, threatening the human health and sustainable development of cities in the watershed. The Yi... ver más
Revista: Water    Formato: Electrónico

 
en línea
Federico Nunez, Sidney Guralnick, Thomas Erber     Pág. Page 135 - 146
series of SEM micro-graphs were obtained from the cracked surfaces of samples from two types of AISI-1018 steel after applying fatigue tests at a stress ratio ofR=-1. Various strain-control levels were used in the range ±0.0008 = ? = ±0.0014 following a ... ver más
Revista: Revista Ingeniería de la Construcción    Formato: Electrónico

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