Dissertation > Excellent graduate degree dissertation topics show
The Effect of the Isolation Layer’s Location and Damping on the Isolated Structure
Author: GuoHui
Tutor: ZhaoShiChun
School: Southwest Jiaotong University
Course: Structural Engineering
Keywords: isolation technology time history analysis seismic waves seismic response isolation devices
CLC: TU352.12
Type: Master's thesis
Year: 2011
Downloads: 89
Quote: 1
Read: Download Dissertation
Abstract
|
At present, seismic isolation technology have been widely used in the construction of new buildings and reinforcement of existing buildings. There are various of seismic isolation devices and the location of seismic isolation layer is very flexible. So, it is very necessary to study the performance parameters of seismic isolation devices and deeply understand the theory of seismic isolation technology and find the key factors related to the damping effect of building so that we can accurately assess the performance of isolated structures in the earthquake. It is very important to reduce earthquake damage and protect the safety of the people. This article analysis the seismic response of concrete frame isolated structure, Main works are as follows:Based on documents and damage investigation, the article introduces principles and methods of the traditional seismic structural system and the design and means of implementation of isolated structure, then details the development of isolated structure and the unique damping effect.Based on the analysis of the research and design rules of domestic and foreign literatures, the article describes the isolation device performance parameters and calculation method of the isolated structure. In the same time the article introduces the key factors for dynamic time history analysis of isolated structure in the selection of seismic waves.A nine-floor concrete frame structure model of anti-seismic and three isolated structure modes are employed for time history analysis, in which Etabs9.5.0 is used as the finite element analysis program and the El-centro and Taft waves as the seismic input. The effects of the location and equivalent damping ratio of isolation layer to horizontal damping effect are synthesized in the way of comparing three indexes of isolation performance, named interlaminar shear force, interlaminar displacement and interlaminar absolute acceleration. The result showes that, compared to the anti-seismic structure, each of these three programs has a positive impact in the damping effect. Especially, the isolation layer damping can consume the seismic energy and reduce the peak of seismic response. it is favorable to isolated structure.
|
Related Dissertations
- Based on Nonliner Finite Element Analysis of the Infilled Wall Frame Structure,TU323.5
- Multi-storey Steel Structure Design Method Based on Optimum Lateral Stiffness Distribution,TU973.13
- Structural Response Analysis of Subsea Jumper under Seismic Loads,P756.2
- Equivalent shield tunnel modeling and seismic response analysis,U452.28
- Seismic Response of Cuijiayoufang Rock Slope in Wenchuan,P642
- Research on the Seismic Dissipation of Two-tower-connected High-rise Building with Enlarged Base,TU973.31
- Study on the Nonlinear Seismic Performance of Structure Supported by Foundations with Different Locations,TU352.11
- The Influence Analysis of the Design Parameters of Large-span High Piers Bend Continuous Rigid-framed in the Natural Oscillation and Earthquake Response,U441.3
- Analysis and Research on Windproof of Continuous Rigid-frame Bridge,U441.3
- Study on Seismic Performance Analysis of the Long-Span Structure for Coal-Conveyer Gallery,U442.55
- Analysis and Optimization of Seismic Performance of Cable-stayed Bridge,U442.55
- The Application Research of High-level Steel Frame-support Structure System in High-intensity Area,TU973.13
- Research on Seismic Response of Truss CFST Arch Bridge,U441.3
- The Simulation Study on Seismic Wave of Tunnel Advanced Prediction,P631.4
- The Seismic Response Analysis of Story Isolation Structure System Using SMA Compound Bearing,TU352.12
- Research of the Seismic Response Reduction of Multi-function Vibration-absorption Enclosure Walls Structures,TU352.1
- Seismic Performance Analysis for Long-span CFST Stiff-Skeleton Arch Bridge,U442.55
- The Seismic Response Analysis of CFST Truss Beam Bridge,U442.55
- Study on Dynamic Characteristic & Seismic Performance of Single-Layer Cylindrical Latticed Shell with Different Supports,TU399
- Based on the separation of variable cross-section composite beam structure System Performance,TU391
- Study on Seismic Behavior of Rc Frame-shear Wall Structure Under the Condition of the Mining,TU375.4
CLC: > Industrial Technology > Building Science > Building structure > Special Structure > Anti - shock structure,disaster prevention structures > Shock, isolation, and explosion-proof structure > Isolated structure
© 2012 www.DissertationTopic.Net Mobile
|