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
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/50—Computer-aided design
- G06F17/5009—Computer-aided design using simulation
-
- 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 | |
Darwish et al. | Dynamic characteristics of transmission line conductors and behaviour under turbulent downburst loading | |
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 | |
Chen et al. | Damage detection of long-span bridges using stress influence lines incorporated control charts | |
CN106017906A (en) | Cooling tower modal testing method | |
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 | |
Babu et al. | Experimental determination of wind-induced response on a model of natural draught cooling tower | |
Lin et al. | Field measurement, model updating, and response prediction of a large-scale straight-bladed vertical axis wind turbine structure | |
Chen et al. | Tornado-induced collapse analysis of a super-large reinforced concrete cooling tower | |
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 | |
CN106202817A (en) | One compares obtaining value method based on field measurement large cooling column comprehensive equivalent damping | |
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 | |
Zou et al. | Characteristics of wind-induced displacement of super-large cooling tower based-on continuous medium model wind tunnel test | |
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 | |
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 | |
Huo et al. | Wind-induced interference of a rectangular-section building on the dome-roof | |
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 | |
Wang et al. | Study of wind-induced vibration of a high-rise and thin-walled steel tower | |
Ismail et al. | Non-Linear Dynamic Analysis of Guyed Towers to Wind Loading | |
Dai et al. | Wind turbine supporting tower structural health monitoring and vibration control |