Dissertation > Excellent graduate degree dissertation topics show
Damper system with a high level of seismic performance of steel
Author: AoCai
Tutor: LiFeng
School: Xi'an University of Architecture and Technology
Course: Structural Engineering
Keywords: Vibration Control Viscous fluid damper Time history analysis
CLC: TU352.1
Type: Master's thesis
Year: 2010
Downloads: 139
Quote: 0
Read: Download Dissertation
Abstract
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
- Study on Dynamic Characteristic & Seismic Performance of Single-Layer Cylindrical Latticed Shell with Different Supports,TU399
- Multi-Overlapping Decentralized Control Approach to Structural Vibration Systems,TP273
- Study on LRB Design Parameters Influence of Seismic Isolation and Pounding Effects for LRB Isolated Simple Supported Beam Bridges,U443.36
- The Effect of the Isolation Layer’s Location and Damping on the Isolated Structure,TU352.12
- Analysis of Buried Pipeline Response to Seismic Wave Propagation,U173
- Seismic Response Research of Extradosed Cable-stayed Bridges,U441.3
- Study on Dynamic Characteristics of Deep-water Construction Platform,U445.551
- Seismic Response Analysis of Rigid Frame-continuous Composite Girder Bridge,U441.3
- Study on Yield Mechanism of Reinforced Concrete Frame Structure’s Strong Column-Weak Beam under Rare Earthquake Action,TU275
- The Inverse System Predictive Controller for Structure Vibration,TU311.3
- Span steel arch structure seismic performance of,TU352.11
- Continuous seismic performance of steel girder bridge research settings E damping device,U442.55
- Dynamic Modeling and Decentralized Fuzzy Vibration Control for Spaceborne SAR Antenna with Smart Structures,V443.1
- Structure-Foundation-Soil Interaction Analysis of Shenzhen Reclaiming Land from Seawaters Regions,TU435
- Research on the Seismic Dissipation of Two-tower-connected High-rise Building with Enlarged Base,TU973.31
- The dwarf tower cable-stayed bridge seismic response analysis and mitigation and isolation,U442.55
- Large-span steel box basket handle arch bridge dynamic characteristics of the high-speed rail and earthquake response analysis,U442.55
- 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
- The Analysis about Pounding of Simple Beam Bridge When Seismic Response,U441.3
CLC: > Industrial Technology > Building Science > Building structure > Special Structure > Anti - shock structure,disaster prevention structures > Shock, isolation, and explosion-proof structure
© 2012 www.DissertationTopic.Net Mobile
|