Results 71 to 80 of about 123 (104)
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Development of Self-Anchored Cable-Stayed Suspension Bridge in China
Advanced Materials Research, 2014Self-anchored cable-stayed suspension bridge has highly competitive in large-span bridge scheme selection due to it combines both stress characteristics and structural characteristics of cable-stayed bridge and self-anchored suspension bridge. This paper focuses on the development of self-anchored and earth-anchored cable-stayed suspension bridge in ...
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Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength
Frontiers of Architecture and Civil Engineering in China, 2009The limit span of self-anchored cable-stayed suspension bridge is deduced. The relations among the geometrical parameters, loads and material characteristics are also analyzed. Based on the material strength and commonly used materials, the limit spans of self-anchored cable-stayed suspension bridges with concrete girder or steel girder under vertical ...
Huili Wang
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Advanced Materials Research, 2011
Combining the scientific research project- the study on cable-stayed suspension bridges, with the engineering background of Dalian Gulf Bridge to be built, this paper focuses on the seismic effect of non-linear viscous dampers on Self-anchored Cable-stayed Suspension Bridge.
Hao Ran Chen
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Combining the scientific research project- the study on cable-stayed suspension bridges, with the engineering background of Dalian Gulf Bridge to be built, this paper focuses on the seismic effect of non-linear viscous dampers on Self-anchored Cable-stayed Suspension Bridge.
Hao Ran Chen
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Dynamic Properties Analysis for Self-Anchored Suspension and Cable-Stayed Combination System Bridge
Advanced Materials Research, 2011In view that dynamics research for self-anchored suspension and cable-stayed combination system bridge lags behind the practical application, this thesis analyzed its dynamic properties and seismic responses. By means of constructing a dynamic finite element model of the bridge for the dynamic properties and seismic response analysis, the thesis ...
Bing Lai Zhan +3 more
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2009 International Conference on Engineering Computation, 2009
The self-anchored suspension and cable-stayed combination system bridge is a new type of bridge which is aesthetic in appearance and skillful for the design. In order to analyze the mechanical behavior of the bridge on the process of system transformation, the model of spatial member finite elements was established. In addition the model test with the
Yue Xu +4 more
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The self-anchored suspension and cable-stayed combination system bridge is a new type of bridge which is aesthetic in appearance and skillful for the design. In order to analyze the mechanical behavior of the bridge on the process of system transformation, the model of spatial member finite elements was established. In addition the model test with the
Yue Xu +4 more
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Hybrid Vibration Control of Self-Anchored Cable-Stayed Suspension Bridge
Advanced Materials Research, 2014Larger displacement and inter-force response of the structure will be produced when self-anchored cable-stayed suspension bridge in longitudinal earthquake. The optimized layout of viscous damper is done for self-anchored cable-stayed suspension bridge with the lead rubber bearings in the main tower, moreover, the nonlinear time-history analysis in the
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Applied Mechanics and Materials, 2013
The study of the natural vibrations is the basis of risk evaluation. Based on numerical simulation technology, some influence factors such as different restriction means including the setup of vertical support or fixed connection between pylon and girder, and elastic constraint along longitude of girder, as well as whether setting the auxiliary piers ...
Yan Hui Qie
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The study of the natural vibrations is the basis of risk evaluation. Based on numerical simulation technology, some influence factors such as different restriction means including the setup of vertical support or fixed connection between pylon and girder, and elastic constraint along longitude of girder, as well as whether setting the auxiliary piers ...
Yan Hui Qie
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Applied Mechanics and Materials, 2014
Larger displacement and inter-force response of the structure will be produced when self-anchored cable-stayed suspension bridge in longitudinal earthquake. For the isolation system of self-anchored cable-stayed suspension bridge, whose main tower is set the lead core rubber isolation bearing.
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Larger displacement and inter-force response of the structure will be produced when self-anchored cable-stayed suspension bridge in longitudinal earthquake. For the isolation system of self-anchored cable-stayed suspension bridge, whose main tower is set the lead core rubber isolation bearing.
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Applied Mechanics and Materials, 2014
Based on Large-displacement Non-linear Elastic Generalized Variational Principle, coupling effect of axial and flexural action, shearing strain energy, torsional strain energy of stiffening girder were considered, the large-displacement incomplete generalized potential energy functional of space coupling free vibration of a three-span self-anchored ...
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Based on Large-displacement Non-linear Elastic Generalized Variational Principle, coupling effect of axial and flexural action, shearing strain energy, torsional strain energy of stiffening girder were considered, the large-displacement incomplete generalized potential energy functional of space coupling free vibration of a three-span self-anchored ...
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Stochastic Aerostatic StabilityAnalysis of Self-Anchored Cable-Stayed Suspension Bridges
Advanced Materials Research, 2011In order to study the influence of complex structure parameters uncertainty on its aerostatic stability, the method of response surface was adopted and random variables that have significant impact on the dependent variables was selected to fit response surface.
Yi Ye, Zhe Zhang, Jia Zhao
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