Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Chii-Ming Cheng"'
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 Wind Engineering and Industrial Aerodynamics. 144:53-61
Large Eddy Simulation (LES) technique has been adopted in this research to investigate the aerodynamic characteristics of a hemispherical dome immersed in smooth flow and boundary layer flow at a Reynolds number around 2E+06. Accuracy of the numerica
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d2817296bbbfde49ba980c733b05455
https://doi.org/10.1016/j.jweia.2015.05.010
https://doi.org/10.1016/j.jweia.2015.05.010
Autor:
Chii-Ming Cheng
Publikováno v:
Wind Engineers, JAWE. 40:257-260
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e07a36ba1222cd9d6d0042359429d07
https://doi.org/10.5359/jawe.40.257
https://doi.org/10.5359/jawe.40.257
This paper was reviewed and accepted by the APCWE-IX Programme Committee for Presentation at the 9th Asia-Pacific Conference on Wind Engineering, University of Auckland, Auckland, New Zealand, held from 3-7 December 2017.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b0cf18c18a728fe57edb543a95e47b9b
Publikováno v:
Advanced Materials Research. :3811-3814
This paper investigated the structural responses of the wind turbine due to wind loads by performing the wind tunnel test and the Computational Fluid Dynamics, (CFD). The base shear force and the base moment of the wind turbine measured by the wind t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7914c85165ea72545c09adfeae59ec0
https://doi.org/10.4028/www.scientific.net/amr.250-253.3811
https://doi.org/10.4028/www.scientific.net/amr.250-253.3811
Publikováno v:
Wind and Structures. 6:263-278
This study investigates the effects of a bridge deck`s width-to-depth (B/H) ratio and turbulence on buffeting response and flutter critical wind speed of long-span bridges by conducting section model tests. A streamlined box section and a plate girde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48b079380c2bfb4802f633dfbc511632
https://doi.org/10.12989/was.2003.6.4.263
https://doi.org/10.12989/was.2003.6.4.263
Publikováno v:
Journal of the Chinese Institute of Engineers. 26:721-727
Rectangular prisms with different depth‐to‐width ratios (B/D) were placed in flow fields with various turbulence intensities (T.I.) and length scales to study the unsteady structures of separated shear layers. Velocity profiles, turbulence intens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7428c3b13e3d144c313267d44b38a553
https://doi.org/10.1080/02533839.2003.9670826
https://doi.org/10.1080/02533839.2003.9670826
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 90:1743-1756
Aeroelastic model tests were performed to study the acrosswind response and aerodynamic damping of isolated square-shaped high-rise buildings. The experimental measurements were compared with response predictions based upon wind loads obtained from s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b58219bde2e4e2f13c518548c5d403c8
https://doi.org/10.1016/s0167-6105(02)00284-2
https://doi.org/10.1016/s0167-6105(02)00284-2
Autor:
Yuh-Yi Lin, Chii‐Ming Cheng
Publikováno v:
Journal of the Chinese Institute of Engineers. 24:273-288
Performance of multiple tuned mass dampers (MTMDs) for suppressing buffeting response and increasing the critical wind speed of long‐span bridges is examined. In this model, each damper is positioned at a distance from the deck center, and correspo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e6795167c9470f6e6f2f627aa54002e
https://doi.org/10.1080/02533839.2001.9670626
https://doi.org/10.1080/02533839.2001.9670626
Autor:
P.-C. Lu, Chii-Ming Cheng, Ming Gu, Tatuya Koizume, Shengchun Liu, Makoto Kanda, Akimasa Yoshida, Richard D. Roberts, Akihisa Kawaguchi, Kim Young-Moon, M.-S. Tsai, Eizo Maruta, Yukio Tamura, Luisa-Carlotta Pagnini, Masahiro Matsui, Liangliang Zhang, You Ki-Pou, R. Ishibashi, Roy O. Denoon, Kenny C. S Kwok, Shuguo Liang
Publikováno v:
Wind Engineers, JAWE. 2001:73-100
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46815fa1bcbbdf231b5198a5c192c623
https://doi.org/10.5359/jawe.2001.89_73
https://doi.org/10.5359/jawe.2001.89_73