41   Artículos

 
en línea
Hyun-Ju Oh, Jung-Hoon Park and Hyung-Choon Park    
Pile foundations are used to support superstructures and play an important role in the safety of these structures. The performance of pile foundations generally depends on the conditions of the pile itself and the material under the pile tip(i.e., bottom... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Shahrokh Maalek, Reza Maalek and Bahareh Maalek    
This paper examined the opportunities of composite double-layer grid superstructures in short-to-medium span bridge decks. It was empirically shown here that a double-layer grid deck system in composite action with a thin layer of two-way reinforced conc... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Wanshui Han, Xin Xu, Jiajia Wang, Lili Xiao, Kai Zhou and Xuelian Guo    
The superstructure of a coastal bridge is prone to overturn or unseating under a catastrophic tsunami, which seriously affects the post-disaster emergency rescue. In this paper, we establish a safety assessment framework for the superstructure of a bridg... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Ruping Luo, Mingluqiu Hu, Min Yang, Weichao Li and Anhui Wang    
Rigid monopiles with small slenderness ratios (i.e., ratio of monopile embedded length to outer diameter) are widely used as foundations to resist lateral load and moment transferred from superstructures, e.g., large diameter steel pipes used by offshore... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Xiliang Feng, Yue Zhu, Jin Gan, Ziheng Chen, Jing Li, Yongshui Lin and Weiguo Wu    
Due to the tall and large superstructures of cruise ships, the wind-induced vibration of frame structure on open decks cannot be neglected. This study investigated the wind-induced vibration of a typical frame structure on a cruise ship by using wind tun... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Mohamed Younus Meeran Mydeen, Murugan Madasamy and Bright Singh Seeni    
The sudden occurrence of an earthquake induces a liquefaction effect on foundation soil, which causes a substantial increase in the uplift pressure acting on piles and causes structural damage to superstructures. This forms the basis of the necessity of ... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Yicong Chen, Jialiang Zhou, Baochun Chen, Jiazhan Su and Camillo Nuti    
The present study was conducted to clarify the flexural behaviors of the Composite Girders of a Prestressed Segmental Ultra-High-Performance Concrete (UHPC) Channel and a Reinforced Conventional Concrete Deck (PSUC-RCCD). The girders can be used as bridg... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Arsalan Majlesi, Adnan Shahriar, Reza Nasouri, Hamid Khodadadi Koodiani, Arturo Montoya, Ao Du and Adolfo Matamoros    
Finite element (FE) models that simulate wave?superstructure interactions with the coupled Eulerian?Lagrangian (CEL) technique provide a viable and economical solution to estimate wave impact forces on bridge superstructures. One of the main drawbacks of... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Minglin Chen, Bo Huang, Zhiying Yang, Qingyang Ren and Bing Zhu    
At present, box-girder superstructures are commonly used in coastal bridges, and their hydrodynamic performance under extreme waves such as tsunamis has attracted a lot of attention. There is a lack of research focusing on the effect of lateral restraini... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Hafizul Islam, Serge Sutulo and C. Guedes Soares    
Aerodynamic loads and moments on a naval patrol vessel are investigated using computational fluid dynamic simulations based on the OpenFOAM solver. After the initial turbulence, time, and grid dependency study, model scale simulations were performed for ... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

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