scholarly journals Development of Creative Design and Construction Methods of Bridge Piers using 3D Model

2015 ◽  
Vol 5 (2) ◽  
pp. 12-18 ◽  
Author(s):  
Sang-Yong Lee ◽  
Ngoc Son Dong ◽  
Chang-Su Shim
Author(s):  
José J. Oliveira Pedro ◽  
José Dâmaso ◽  
Loïc Van Durmen ◽  
Hubert Vander Meulen

<p>This paper presents the Ain Sukhna Product Hub, a marine terminal facility recently finished in the Red Sea, Egypt, including the design and construction of a 3 km long offshore roadway. Formed by 83 simply supported spans, the roadway structures are elements that can greatly impact on the construction planning. An overview of the fast track nature of design, procurement and construction of this significant offshore structure are presented, describing the main design works and construction methods and highlighting the importance of the coordination with construction team and reality of the specific conditions in the project’s country.</p>


2011 ◽  
Vol 159 (1) ◽  
pp. 98-109
Author(s):  
Krzysztof JAMROZIAK ◽  
Mariusz KOSOBUDZKI ◽  
Jerzy PTAK

The article describes the development of design and construction guidelines (assumptions) for selected components of M-ATV G-10 vehicle. Based on these examples, a methodology of 3D model selection was presented and a technology demonstrator was built. An analysis and selection of material for building a technology demonstrator’s body was conducted. The final conclusions were formulated based on selected ballistic tests.


2016 ◽  
Vol 11 (4) ◽  
pp. 274-282 ◽  
Author(s):  
Gonglian Dai ◽  
Miao Su ◽  
Y. Frank Chen

High-speed rail provides a safe, efficient, and economic transportation system for regions with high population density such as eastern China. To accommodate the rapid development of high-speed rails in China, the bridges with standard spans have been identified as the main infrastructure type. This article provides a state-of-the-art review on the design and construction of the standard simply-supported beam (simple beam) bridges for high-speed rails in China. The structural components discussed include the main girder, deck, and substructure. The live load models, deformation limiting values, and construction methods for the bridges are also discussed. Additionally, the experimental tests were conducted to verify the static and dynamic performances of the structure. The main objective of this paper is to provide the latest design and construction experience of Chinese standard simple beam bridges in high-speed rail and show how a quick and quality engineering has been achieved by utilizing these standardized bridges.


2001 ◽  
pp. 65-80
Author(s):  
Kazuo OHGAKI ◽  
Jun-ichi YABE ◽  
Akihiro NAKAZONO ◽  
Hajime NAKAMURA ◽  
Masatsugu NAGAI

2012 ◽  
Vol 178-181 ◽  
pp. 2539-2542
Author(s):  
Jing Rong Peng ◽  
Tian Hua Jiang ◽  
Yi Peng ◽  
Qing Ping Jin

One high piers and long-span bridge in mountainous area is designed as three-span which is 106+200+106 meters. The superstructure is pre-stressed concrete continuous rigid frame, and the sub-structure is hollow thin wall piers among which the highest is 167 meters. Under the background of this bridge, this paper mainly introduces the designing and construction methods of high piers and long-span continuous rigid frame bridge in canyon area, with the expectation to be served as reference to design the similar bridges in the future.


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