Results 201 to 210 of about 1,982 (245)

Monitoring Results of A Self-Anchored Suspension Bridge

2005
Automatic measurement of instrumented civil engineering structures is now widely applied for behavior monitoring during construction in field as well as long-term monitoring for lifetime assessment of bridge structures.
Sungkon Kim, Chul Young Kim, Jungwhee Lee   +2 more
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Study on Free Vibrations of Self-Anchored Suspension Bridges

Advanced Materials Research, 2011
Study on characters of suspension bridges free vibration is basic to analyze wind resistance, shock resistance, and other dynamic behaviors. Current studies are usually focused on earth-anchored suspension bridges. Compared with earth-anchored suspension bridges, self-anchored suspension bridges are anchored on the girder end which makes girder under ...
Jie Li, Na Li
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Equivalent-Beam Theory of the Self-Anchored Suspension Bridge

Advanced Materials Research, 2011
Taking one typical two-tower three-span self-anchored suspension bridge as an example, structural response has been characterized in detailed followed by its own construction steps. Meanwhile, the structure’s mechanics properties have been mathematically formulated through theoretical analysis method. Finally, the formulation has been further expressed
Biao Wei, Qing Yuan Zeng, Wei An Liu
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Simplified Theory of the Self-Anchored Suspension Bridge

Transactions of the American Society of Civil Engineers, 1942
The theory of the self-anchored suspension bridge is presented in this paper in a simplified form that lends itself to a straight-forward and expeditious analysis of that type of structure.
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Recent concrete, self-anchored suspension bridges in China

Proceedings of the Institution of Civil Engineers - Bridge Engineering, 2006
The self-anchored suspension bridge provides a competitive solution for bridges with short or moderate spans. This paper introduces some key techniques used in three concrete, self-anchored suspension bridges in China: GoldenBay Bridge, LanQi Bridge and WanXin Bridge.
Z. Zhang, Q.-J. Teng, W.-L. Qiu
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Sanchaji Bridge: Three-Span Self-Anchored Suspension Bridge, China

Structural Engineering International, 2010
Sanchaji Bridge across the Xiangjiang River is located at the northern section of the Second Ring Road Project in Changsha, Hunan Province, China. Its main span is the longest in the world among all self-anchored suspension bridges constructed using double towers and double cables till now.
Gonglian Dai, Xuming Song, Nan Hu
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Mechanical Analysis on Anchorage Structure of Self-Anchored Suspension Bridge

Advanced Materials Research, 2012
Main cables of self-anchored suspension bridge are anchored at each end of main girder, thus producing a self-balancing system. In order to transfer the cable force to main girder safely and smoothly, the anchorage region is one of the most critical issues in design of a self-anchored suspension bridge.
Jia Xing Zhou, Qing Tian Su, Chong Wu, Guo Tao Yang   +3 more
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Behavior of Self-Anchored Suspension Bridges in the Structural System Transformation

Journal of Bridge Engineering, 2013
AbstractBased on the experimental data from a 1/10 scaled model of the Liede Bridge in Guangzhou, China, the nonlinear behavior of a self-anchored suspension bridge during the process of structural system transformation has been systematically and comprehensively studied.
Junping Zhang, Airong Liu, Zhongguo John Ma, Haiyun Huang, Libiao Mei, Yonghe Li   +5 more
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Seismic Analysis and Design Optimization of a Self-Anchored Suspension Bridge

TCLEE 2009, 2009
The seismic performance analysis and design optimization of a self-anchored suspension bridge is studied in this paper. Based on the preliminary design of the bridge, a finite element model has been built for performing structural dynamic analysis.
Yong Gao, Wancheng Yuan, Mi Zhou, Xinjian Cao   +3 more
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Aerodynamic stability of self-anchored double deck suspension bridge

Journal of Wind Engineering and Industrial Aerodynamics, 1995
In this paper wind tunnel test results and their interpretations, which were performed to study the aerodynamic stability of a self-anchored double deck suspension bridge, are presented. Section, tower and full models were tested under smooth and turbulent flow conditions.
S.D. Kwon, S.P. Chang, Y.S. Kim, S.Y. Park   +3 more
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