Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Fuh-Min Fang"'
Publikováno v:
Journal of the Chinese Institute of Engineers. 44:305-318
A scaffolding system model at one side of the exterior surfaces of a square building was set in the wind tunnel to measure the wind forces on the system in various oncoming-flow directions. The sca...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4066dca574c50db1969b107e91022772
https://doi.org/10.1080/02533839.2021.1903341
https://doi.org/10.1080/02533839.2021.1903341
Publikováno v:
Forests; Volume 13; Issue 3; Pages: 392
Flow past a single-line arrangement of evenly-spaced row trees, in an open territory, was numerically simulated under the action of a boundary-layer type of oncoming flow, with a strength of “strong breeze”, based on the Beaufort scale. By select
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e69c07106ef9df3160908e1f0764996a
https://doi.org/10.3390/f13030392
https://doi.org/10.3390/f13030392
Publikováno v:
Journal of Applied Fluid Mechanics. 11:1185-1192
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5de8631c2f07be65ea654e7c7de25343
https://doi.org/10.29252/jafm.11.05.28067
https://doi.org/10.29252/jafm.11.05.28067
Publikováno v:
Journal of the Chinese Institute of Engineers. 39:859-870
A series of numerical simulations were conducted to analyze the turbulent flow fields in lands, typically under a ground condition of Exposure C with isolated escarpments, ridges, and hills, respectively. By varying the extent of the slope in terms o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::780496b2ad9f1fd6ccc535409b246372
https://doi.org/10.1080/02533839.2016.1208063
https://doi.org/10.1080/02533839.2016.1208063
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 146:51-58
In the study, the modified discretizing and synthesizing random flow generation (MDSRFG) was adopted to generate an anisotropic boundary layer inlet for large-eddy simulation. The mean velocity, turbulence intensity and turbulence length scale distri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b698ac49afbf907119c4f85d1a258858
https://doi.org/10.1016/j.jweia.2015.07.008
https://doi.org/10.1016/j.jweia.2015.07.008
Publikováno v:
Journal of the Chinese Institute of Engineers. 38:665-674
The present study is to establish a numerical model capable of predicting flow past discrete coniferous trees, so as to provide a handy tool for pedestrian wind analysis during the preliminary design stage for local wind environments. In the study, a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e498a71076eb54deb4f5cd02e603705
https://doi.org/10.1080/02533839.2015.1010453
https://doi.org/10.1080/02533839.2015.1010453
Publikováno v:
Wind and Structures. 17:245-262
The flow interaction between two identical neighboring twin square prisms in a staggered arrangement in an open terrain was investigated experimentally. The downwind prism was mounted on a rigid-aeroelastic setup in an open-terrain boundary layer flo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d9e874361945193a190b7310b3dd63f
https://doi.org/10.12989/was.2013.17.3.245
https://doi.org/10.12989/was.2013.17.3.245
Publikováno v:
International Journal for Numerical Methods in Fluids. 60:79-93
The unsteady forces on a square cylinder in sinusoidally oscillating flows with non-zero-mean velocities are investigated numerically by using a weakly compressible-flow method with three-dimensional large eddy simulations. The major parameters in th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e0c1da24dad6d05f2aebda0a3855a343
https://doi.org/10.1002/fld.1881
https://doi.org/10.1002/fld.1881
Publikováno v:
Journal of the Chinese Institute of Engineers. 30:1009-1022
The aerodynamic instability of a suspension bridge with a hexagonal cross‐section is investigated systematically based on a two‐dimensional model. Measurements of the dynamic responses of a sectional bridge model in the cross‐wind and torsional
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9cf8a14fdba647f809745cf99c4143e0
https://doi.org/10.1080/02533839.2007.9671328
https://doi.org/10.1080/02533839.2007.9671328
Publikováno v:
Journal of the Chinese Institute of Engineers. 28:281-291
A numerical method is developed to predict the dynamic behavior of a suspension bridge under wind action in a two dimensional sense. In particular, the behavior of a vibrating deck with a trapezoidal cross‐section is examined. The simulations conta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc5f418915e6d31802d48eaaa9148587
https://doi.org/10.1080/02533839.2005.9670994
https://doi.org/10.1080/02533839.2005.9670994