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Study On The Seismic Performance Of Openings Filled Wall Frame

Posted on:2012-02-28Degree:MasterType:Thesis
Country:ChinaCandidate:X WangFull Text:PDF
GTID:2232330371495612Subject:Structural engineering
Abstract/Summary:PDF Full Text Request
Wall-infilled frame system is the building structure of a structured system, the wall is a frame structures of the structural members, in engineering applications are very diverse.existing research shows that, in the framework of the structure and stiffness and other properties have a great influence.Existing design of wall-infilled frame system exist Major traps, they believe wall-infilled is simple to and from the role of enclosue, but it did not participate in to force, In design and not fill the wall by a variety of advantageous and disadvantages. Existing research shows to fill the influence of framework does not always a safe, Therefore, in the framework of the vibration design, fills the wall to influence is very necessary. Although and many scholars with the frames on a large number of research work, but there are many questions remain unanswered.To fill in the framework for the vibration on the structure of the analysis, this article mainly on the following research1、According to the side of the stiffness method, the analysis under the force with the richly-frame structures and on the wall-frame filled in the structure of the side of the rigid and study with the frames on one side of the rigid rule;2、Introduce a model, together with the model framework for analysis. to fill in the framework of the structure and analysis, including the internal force impact, and the structure of the impact of its own cyclical3、With a flexible framework for analysis of the model, the software used sap2000, the establishment of three basic models were calculated in the force of the frames with the overall internal force, floor and double angular displacements between the reduction of the affected;4、Respectively set up three different the existing framework with thin walls of the model for three types of structural models were used to respond to the music, and analytical methods to evaluate the effect of the different vibrations of land under internal force diagram, and the structure in the role of the bottom of the force;5、Combining simplified models that it is the wall with hole, research the wall in hole size certain cases, the different impact on framework structure cycle kaidong position.
Keywords/Search Tags:Frame Filled With Wall, Weak Layer, Time History Analysis, Filling Wall withHole, Since The Earthquake Cycle
PDF Full Text Request
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