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- W2368020147 abstract "Research purposes: In order to improve the comfort when driving through the bridge,some client required that the continuous hollow slab beam erected as simple-supported beam in advance should be adopted in the design.So the author made some analysis of this structure. Research methods:Using the structrue calculation program,this paper gets the stress characteristic of continuous hollow slab beam erected as simple-supported beam in advance.At the same time,this paper compared the continuous hollow slab beam erected as simple-supprted beam in advance with another similar beam structures and the economic indicators are also analyzed. Research results:The difficulties and main essentials of the calculation of continuous hollow slab beam erected as simple-supported beam in advance are resolved,and the anticipated goal is achieved. Research conclusions:The leveling course of bridge deck should be regarded as stress unit.The calculation of cast-in-place section of the beam above the pillar should be carried on according to the reinforced concrete component.Regarding prefabricated hollow slab beam,the calculation should be carried on according to pre-stressed concrete component of sort A or sort B.The continuous hollow slab beam erected as simple-supported beam in advance has competitive advantage in the medium span continuous beam structure and the structure is safe and economical." @default.
- W2368020147 created "2016-06-24" @default.
- W2368020147 creator A5013270848 @default.
- W2368020147 date "2007-01-01" @default.
- W2368020147 modified "2023-09-23" @default.
- W2368020147 title "The Structure Analysis Studies and Design-essentials of the Continuous Hollow Slab Beam Erected as Simple-supported Beam in Advance" @default.
- W2368020147 hasPublicationYear "2007" @default.
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