Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Hai-Li Liao"'
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 176:78-86
The work presented in this study concerns the existing link between fluctuating transverse force characteristics and aeroelastic instability phenomena, which is a step toward further understanding the complex nature of the interactions between square
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f00a2290952f246607971cdb803478b
https://doi.org/10.1016/j.jweia.2018.03.007
https://doi.org/10.1016/j.jweia.2018.03.007
Publikováno v:
KSCE Journal of Civil Engineering. 22:2492-2501
Su-tong Bridge is a cable-stayed bridge with a main span of 1088 m whose stiffness is small and it is sensitive to wind action. The length of the bridge girder at maximum single cantilever stage can reach up to 540 m, much attention should be paid in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::075d26141009dcf4426dc56344246e07
https://doi.org/10.1007/s12205-017-0402-7
https://doi.org/10.1007/s12205-017-0402-7
Publikováno v:
Journal of Structural Engineering. 144
This study investigates the vortex-induced vibration (VIV) behavior of a twin-box girder bridge by means of aerodynamic sectional wind tunnel test and particle image velocimetry (PIV) measu...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::032a347dba3ad5d6aba2829afd27d52a
https://doi.org/10.1061/(asce)st.1943-541x.0002198
https://doi.org/10.1061/(asce)st.1943-541x.0002198
Publikováno v:
DEStech Transactions on Engineering and Technology Research.
A series of wind tunnel tests were carried out to predict snow distribution on roofs. A typical stepped roof and two gable roofs were investigated. Model snow depth distributions on the roofs were measured at various time intervals. The effects of ve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2e98e4c82a65d743e30214b0023eb63
https://doi.org/10.12783/dtetr/icia2017/15627
https://doi.org/10.12783/dtetr/icia2017/15627
Autor:
Jing Ding, Hai Li Liao
Publikováno v:
Applied Mechanics and Materials. 482:242-247
The wind tunnel testing of large scale section model of the Forth Nanjing Yangzi River Bridge was conducted by the section model with a scale of 1:20. The details of the bridge girder could be simulated more precisely with a large scale. In the testi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bcfbcf6007f556749f5e454f5acb7ad2
https://doi.org/10.4028/www.scientific.net/amm.482.242
https://doi.org/10.4028/www.scientific.net/amm.482.242
Publikováno v:
Advanced Materials Research. :853-857
Based on the application of the CSI non-contact full field strains and 3D displacements gauge made in USA in the laboratory for wind engineering of Southwest Jiaotong University, the theory of DIC, a non-contact deformation measurement method, is stu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a5d986f481350330d5d9f605a63523e
https://doi.org/10.4028/www.scientific.net/amr.718-720.853
https://doi.org/10.4028/www.scientific.net/amr.718-720.853
Publikováno v:
Open Journal of Civil Engineering. :13-17
The model for snowdrift wind tunnel test needs to be similar with the prototype. Based on detailed analysis in aspects of geometry, kinematics and dynamics, the major similarity parameters that need to be satisfied are gained. The contradiction betwe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::467237bca34773c602ba7f7452db8a49
https://doi.org/10.4236/ojce.2013.33b003
https://doi.org/10.4236/ojce.2013.33b003
Publikováno v:
Applied Mechanics and Materials. :1577-1581
The Penang Second Bridge is a new bridge under construction in Penang, Malaysia. The aerodynamic behavior of the bridge was one of the main concerns. This paper summarizes of the wind tunnel testing of the 1:40 scaled aeroelastic model testing for th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::487c0c38c15bd370b0fe334df30c7ff9
https://doi.org/10.4028/www.scientific.net/amm.256-259.1577
https://doi.org/10.4028/www.scientific.net/amm.256-259.1577
Publikováno v:
Applied Mechanics and Materials. :334-339
Long-span suspension bridges, due to their flexibility and lightness, are much prone to the wind loads, aerodynamics performance has become an important aspect of the design of long-span suspension bridges. In this study, the static wind load acting
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7f83d6f1bf545e793656d1cd4be7dbe
https://doi.org/10.4028/www.scientific.net/amm.66-68.334
https://doi.org/10.4028/www.scientific.net/amm.66-68.334
Publikováno v:
Applied Mechanics and Materials. :340-344
For the intermediate pylons of multi-pylon cable-stayed bridges can’t be connected by backstays to fixed points, it is possible to produce greater horizontal displacements in the top of towers under the action of external loads. Therefore, it is an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::971abdab061e879f19faa48850108f17
https://doi.org/10.4028/www.scientific.net/amm.66-68.340
https://doi.org/10.4028/www.scientific.net/amm.66-68.340