Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Kun-Sung Liu"'
Autor:
Kun-Sung Liu
Publikováno v:
Terrestrial, Atmospheric and Oceanic Sciences, Vol 28, Iss 5, Pp 715-737 (2017)
The purpose of this study is to estimate maximum ground motions in southern Taiwan as well as to assess potential human fatalities from scenario earthquakes on the Chishan active faults in this area. The resultant Shake Map patterns of maximum ground
Externí odkaz:
https://doaj.org/article/0024a635fb3e4ca885a9525f65e1f91f
Autor:
Kun-Sung Liu and Yi-Ben Tsai
Publikováno v:
Terrestrial, Atmospheric and Oceanic Sciences, Vol 26, Iss 6, p 631 (2015)
Seismic hazard evaluations require an estimate of the expected ground motion at the site of interest usually by using attenuation relationships. The mean shear-wave velocity over the top 30 m (Vs30) is incorporated in the ground motion attenuation re
Externí odkaz:
https://doaj.org/article/8c8c75c94f2d4a40baec17c4c5517d3f
Autor:
Kun-Sung Liu, 劉坤松
88
Most of the legacy software systems were developed in imperative languages with traditional design approaches. The coupling relationships of these legacy systems are high and their functional/data dependencies are complicated. In the past 10
Most of the legacy software systems were developed in imperative languages with traditional design approaches. The coupling relationships of these legacy systems are high and their functional/data dependencies are complicated. In the past 10
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/70174456419058288355
Autor:
Kun-Sung Liu, 劉坤松
87
Strong seismic ground motion data obtained by the Taiwan Strong Motion Instrumentation Program (TSMIP) are employed to derive new attenuation relations for vertical and horizontal peak ground acceleration (PGA), velocity (PGV), displacement (
Strong seismic ground motion data obtained by the Taiwan Strong Motion Instrumentation Program (TSMIP) are employed to derive new attenuation relations for vertical and horizontal peak ground acceleration (PGA), velocity (PGV), displacement (
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/70052384663006527209
The purpose of this study is to estimate maximum ground motions in northern Taiwan in the form of ShakeMaps as well as to assess potential human fatalities from a scenario earthquake on the Sanchiao active fault in this area. Analysis of seismic haza
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc10a429aa6a549044ad13abd4a638a9
https://doi.org/10.5194/egusphere-egu2020-24
https://doi.org/10.5194/egusphere-egu2020-24
Autor:
Kun-Sung Liu
Publikováno v:
World Journal of Engineering and Technology. :161-175
This study uses the in-structure recordings to investigate the vibration characteristics of a 51-story steel high-rise building in response to a major earthquake, typhoon and ambient vibrations. This presents an opportunity for us to compare the buil
Autor:
Hsiang-Chi Huang, Kun-Sung Liu
Publikováno v:
Earth Sciences. 10:49
The purpose of this study is to assess seismic hazards in the 29 administration districts of Taohsin area (Taoyuan City, Hsinchu County and Hsinchu City), Taiwan in the form of ShakeMaps as well as to estimate potential human fatalities from a scenar
Autor:
Kun-Sung Liu, Yi‐Ben Tsai
Publikováno v:
Bulletin of the Seismological Society of America. 106:141-157
The purpose of this study is to assess seismic hazards in the 57 administration districts of the Chianan area (Chiayi County, Chiayi City, and Tainan City), Taiwan, in the form of ShakeMaps, as well as to estimate potential human fatalities from scen
Autor:
Kun-Sung Liu
Publikováno v:
Earth Sciences. 9:16
In this article, the seismic hazard potential in northern Taiwan, including Taipei City, New Taipei City, Keelung City and northern Taoyuan areas are estimated in the form of peak ground acceleration, peak ground velocity and Modified Mercalli Intens
Autor:
Kun Sung Liu
Publikováno v:
Applied Mechanics and Materials. :1031-1035
The Shin Kong Tower located in Taipei City has a height of 244.15 m. It was the tallest building in northern Taiwan when it was built in 1993. This super tall building is susceptible to severe vibrations induced by strong winds. The safety of buildin