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Force Analysis Of Bridge Pier Cap Beams Cantilever End

Posted on:2012-02-16Degree:MasterType:Thesis
Country:ChinaCandidate:J ChenFull Text:PDF
GTID:2132330335492793Subject:Architecture and Civil Engineering
Abstract/Summary:PDF Full Text Request
With the rapid development of China's bridge construction, bridge design has been refe-rred to a new level.The bent cap as a very important components, the upper structure of the 1-oad transfer to the lower part of the structure and foundation, the importance is self evid ent. In recent years, there are many Studies on the cover of Strength and Deformation, and have a-lso achieved some results.This study aims to cover spatial analysis for cantilever beam to bea-m in the cover for the actual design and construction services.Chapter II covers the calculation of beam and design knowledge, including the classification of bent cap, simplified calculation model and the content of bridge design, a little also introduced at the end of the construction aspects of the bent cap.Chapterâ…¢describes the main deep flexural members, including the failure modes of deep beams, and the calculation of bending by the content, also introduced by the cantilever bending calculations.This chapter is the main theoretical support for the model used in later calculations and formulas are both in this chapter.In chapter IV, The Yuantouwan Bridge is used as the basis to expand the analysis and calculation, using Midas Civil software to build models, and then down the calculation in both cases.In both cases, models and theoretical calculations are combined and used to compare the data obtained, the conclusion can hope for the future of the cover design and calculation of the beam can play a guiding role.
Keywords/Search Tags:Bent cap, Midas Civil, Strut-and-tie system, Deep flexural member
PDF Full Text Request
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