Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Yuh-Yi Lin"'
Publikováno v:
Advanced Materials Research. 787:798-802
t is important to eliminate parasitic damping sources in the apparatus for an experimental spectrometer. The parasitic damping can be subtracted from measured total damping that is due to different mechanisms, such as air damping or support loss. On
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9e0f5f056386b3f70f884d646fb1b70
https://doi.org/10.4028/www.scientific.net/amr.787.798
https://doi.org/10.4028/www.scientific.net/amr.787.798
Publikováno v:
Wind and Structures An International Journal. 16:137-156
A wind tunnel test of a scaled-down model and field measurement were effective methods for elucidating the aerodynamic behavior of a chimney under a wind load. Therefore, the relationship between the results of the wind tunnel test and the field meas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99ea3aaaafe9c177603725965646ac15
https://doi.org/10.12989/was.2013.16.2.137
https://doi.org/10.12989/was.2013.16.2.137
Autor:
Chern Hwa Chen, Yuh-Yi Lin
Publikováno v:
Advanced Materials Research. :2770-2773
The stay cables in civil engineering are one of the most difficult components to maintain for the safety of bridge after it is open for traffic, as the slenderness ratio is large, and they are flexible, low in damping ratio and less resistant to bend
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::708fec26211f05a0d4844453d11a2897
https://doi.org/10.4028/www.scientific.net/amr.634-638.2770
https://doi.org/10.4028/www.scientific.net/amr.634-638.2770
Publikováno v:
Advanced Materials Research. :493-496
Due to large flexibility in cable-stayed bridges, vibrations induced by seismic, traffic and wind loads are more significant than those in other types of bridges. These vibrations may cause structural damage, such as fatigue in stay cables, large def
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f0a12e7193d68c3efeaad5dc64598cb4
https://doi.org/10.4028/www.scientific.net/amr.479-481.493
https://doi.org/10.4028/www.scientific.net/amr.479-481.493
Autor:
Cheng-Hsin Chang, Yung Chang Cheng, Chern Hwa Chen, Shun Chin Yang, Yuh-Yi Lin, Ming Chih Huang
Publikováno v:
Advanced Materials Research. :1205-1208
To determine its actual dynamic responses under the wind loads, modal identification from the field tests was carried out for the Kao Ping Hsi cable-stayed bridge in southern Taiwan. The rational finite element model has been established for the brid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::604e2ed85705b0026fd06e1bbc675f9c
https://doi.org/10.4028/www.scientific.net/amr.479-481.1205
https://doi.org/10.4028/www.scientific.net/amr.479-481.1205
Autor:
Yuh-Yi Lin, Che Yun Yang, Cheng-Hsin Chang, Jiin Po Yeh, Shun Chin Yang, Chern Hwa Chen, Yung Chang Cheng
Publikováno v:
Advanced Materials Research. :239-242
Based on the heuristic nonlinear creep model, the nonlinear coupled differential equations of the motion of a 12 degree-of-freedom (12-DOF) bogie system which takes account of the lateral displacement, vertical displacement, the roll angle and the ya
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5cb21da2bd2ede3712474b91c7179339
https://doi.org/10.4028/www.scientific.net/amr.199-200.239
https://doi.org/10.4028/www.scientific.net/amr.199-200.239
Publikováno v:
Engineering Structures. 27:1893-1905
In this paper, some useful guidelines for designing tuned liquid column dampers (TLCDs) for damped single-degree-of-freedom structures under a white noise type of wind excitation are proposed as quick guidance for industrial practice. These guideline
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a771f3394f520638150c4fb0d9f72dc0
https://doi.org/10.1016/j.engstruct.2005.05.009
https://doi.org/10.1016/j.engstruct.2005.05.009
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
Autor:
Yen‐Lung Lieu, Yuh-Yi Lin
Publikováno v:
Journal of the Chinese Institute of Engineers. 26:503-511
The effects of geometric nonlinearities on the buffeting response of cable‐stayed bridges are investigated in this paper. To incorporate nonlinear effects into this analysis, an autoregressive (AR) approach is used to generate real‐time wind load
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5b26b6456fda5b32b69ba15b65eb352
https://doi.org/10.1080/02533839.2003.9670803
https://doi.org/10.1080/02533839.2003.9670803
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