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ANSYS-based Elastic-plastic Time-history Analysis of the Irregular Reinforced Concrete Frame Structures

Author: WangDun
Tutor: AKenJiang·TuoHuTi
School: Xinjiang University
Course: Structural Engineering
Keywords: Irregular plane Centroid Just heart Floor openings Nonlinear time history analysis
CLC: TU375.4
Type: Master's thesis
Year: 2008
Downloads: 438
Quote: 2
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Abstract


Due to the impact of the building functional requirements , site constraints and other factors , irregular building large numbers. The damage investigation show that the type of building structure under horizontal loads ( wind loads , earthquake , etc. ) occur translational Torsional response Torsional Vibration in one of the main factors lead to the construction of structural damage . Read a lot of literature on the basis of the article points out : building codes of discrimination, not only should geometric rules to start, should force the rules of the departure , and to explore the structural dynamic rule Way ; against currently considering torsion the eccentricity , the \center , but also different torsion center for further research for useful discussions . To the the eccentric quality system as the research object , flat-screen aspect ratio of approximately 1 computing model missing plane formed by the irregular structure of the floor area under rare earthquake torsional response . Selected sample of calculation model to analyze the case of open hole ( hole position different openings rate , the same rate of openings different position of opening and the same opening rate to the same position of opening different hole shape three categories ) torsional Vibration in effect, get some data and conclusions .

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CLC: > Industrial Technology > Building Science > Building structure > Concrete structure,reinforced concrete structure > Reinforced concrete structures > Frame
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