Ke et al., 2018 - Google Patents
Full-scale measurements and damping ratio properties of cooling towers with typical heights and configurationsKe et al., 2018
- Document ID
- 16510739681752839610
- Author
- Ke S
- Yu W
- Zhu P
- Ge Y
- Hou X
- Publication year
- Publication venue
- Thin-Walled Structures
External Links
Snippet
The standard damping ratio for cooling towers is equivalent to that of high-rise reinforced concrete structures, which is 5%. But considering the unique configuration and material properties of the cooling towers, the actual damping ratio of cooling towers is far smaller …
- 238000001816 cooling 0 title abstract description 155
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GASES [GHG] EMISSION, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
- Y02E10/722—Components or gearbox
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GASES [GHG] EMISSION, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E30/00—Energy generation of nuclear origin
- Y02E30/30—Nuclear fission reactors
- Y02E30/40—Other aspects relating to nuclear fission
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Ke et al. | Full-scale measurements and damping ratio properties of cooling towers with typical heights and configurations | |
Yi et al. | A new method for optimal selection of sensor location on a high-rise building using simplified finite element model | |
Zhao et al. | Studies on application of scissor-jack braced viscous damper system in wind turbines under seismic and wind loads | |
Ma et al. | Component-based fragility analysis of transmission towers subjected to hurricane wind load | |
Zhang et al. | Modal parameters of a transmission tower considering the coupling effects between the tower and lines | |
Simonetti et al. | Numerical modelling of fixed oscillating water column wave energy conversion devices: Toward geometry hydraulic optimization | |
Ni et al. | Dynamic property evaluation of a long-span cable-stayed bridge (Sutong bridge) by a Bayesian method | |
Li et al. | Effects of structural damping on wind-induced responses of a 243-meter-high solar tower based on a novel elastic test model | |
Ma et al. | Wind-induced dynamic performance of a super-large hyperbolic steel-truss cooling tower | |
Yu et al. | Wind-resistant design and safety evaluation of cooling towers by reinforcement area criterion | |
Chen et al. | Tornado-induced collapse analysis of a super-large reinforced concrete cooling tower | |
Lin et al. | Field measurement, model updating, and response prediction of a large-scale straight-bladed vertical axis wind turbine structure | |
Bao et al. | Modal analysis of tracking photovoltaic support system | |
Vemuri et al. | Wind Analysis of tall buildings using codal provisions, stochastic approach and CFD–a comparative study | |
Li et al. | A reconstruction method for structural stress distribution of wind turbine tower using optimised mathematical model | |
Wang et al. | Research on non-stationary wind-induced effects and the working mechanism of full scale super-large cooling tower based on field measurement | |
Ke et al. | Comparison of stationary and non-stationary wind-induced responses of a super-large cooling tower based on field measurements | |
Li et al. | Damage detection of concrete segment in steel-concrete hybrid wind turbine tower | |
Wen et al. | Distributed ATMD for buffeting control of cable-stayed bridges under construction | |
Huo et al. | Wind-induced interference of a rectangular-section building on the dome-roof | |
Sun et al. | A Study on Wind Pressure Characteristics of a Large‐Span Membrane Structure under the Fluctuating Wind in a Vertical Direction Based on a Large Eddy Simulation | |
Ke et al. | Identification of damping ratio and its influences on wind‐and earthquake‐induced effects for large cooling towers | |
Yang et al. | Modal identification of wind turbine tower based on optimal fractional order statistical moments | |
Dai et al. | Wind turbine supporting tower structural health monitoring and vibration control | |
Ismail et al. | Non-Linear Dynamic Analysis of Guyed Towers to Wind Loading |