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- W2384103005 abstract "The purpose of this paper is to make a correct understanding of the performance of the inservice Shenjingzi T-beam bridges(T-beam bridges for short in the following passage) so as to evaluate the structural carrying capacity of the T-beam bridges with different loads.By means of static and dynamic loading tests on the T-beam bridge,the strain and the deflection of the T-beam bridge with a static load are analyzed.The results were compared with the ones made with finite elements,and a verification coefficient can be obtained,which paved a foundation for evaluation on the performance of the T-beam Bridge.Both the strain verification coefficient of 0.526 and the deflection of 0.41 meet the relevant requirements in the Manual for Bridge Engineers.The maximum deflection of the T-beam bridge is 8.57 mm,far lower than 1 /600 =55 mm,which is required in the Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts,indicating that the T-beam bridge has a great security reserve.Nevertheless,the first frequency of test is 4.69 Hz,bigger than that of 3.49 Hz calculated in the theory,which means that the phenomenon of resonance can be easily brought about,because the whole stiffness of the tested bridge is great.The T-beam bridge can be further developed in that all the indexes of the T-beam bridge meet the requirements in relevant codes." @default.
- W2384103005 created "2016-06-24" @default.
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- W2384103005 date "2010-01-01" @default.
- W2384103005 modified "2023-09-22" @default.
- W2384103005 title "Evaluation of Structural Performance of the Shenjingzi Simple-Supported T-Beam Bridge" @default.
- W2384103005 hasPublicationYear "2010" @default.
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