ANSYS Analysis on Sliding Displacement of Sliding Isolated Structure |
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Author | LiuChaoBao |
Tutor | XiongZhongMing |
School | Xi'an University of Architecture and Technology |
Course | Structural Engineering |
Keywords | Sliding Base Isolation Friction Sliding Displacement Earthquake Response Time history analysis |
CLC | TU352.12 |
Type | Master's thesis |
Year | 2007 |
Downloads | 255 |
Quotes | 4 |
The Sliding Isolation technology has good isolation effect, is a suitable for China earthquake ways , because of its simple , convenient and reliable performance , and has a broad application prospects in engineering . However, the slip control has not been the ideal solution . This topic SLIDING STRUCTURE slip isolation displacement amount of research to find the the master displacement of factors , reduce design determined by the amount of slip blindness . ANSYS analysis of the paper through the finite element model of the three-tier framework , considered ground motion three elements ( peak , the spectrum held when ) , structural dynamic characteristics ( damping ratio , the natural vibration period ) , the coefficient of friction , site classification changes and two-way seismic waves and other factors, the analysis of the structure of sliding base amount of displacement is affected by various factors variation proposed Sliding Isolated Structures selection of some of the parameters in the design and application of slip isolated structure design basis.