Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Shang Yi Hsu"'
Publikováno v:
Earth, Planets and Space, Vol 69, Iss 1, Pp 1-16 (2017)
Abstract This paper presents major preliminary observations on the liquefaction-induced damages in the Meinong earthquake (M L = 6.4). The severe damages to buildings centered on Huian and Sanmin Streets in Tainan City where the places were reclaimed
Externí odkaz:
https://doaj.org/article/e796ee8c8db645d285ceef9da03539cb
Publikováno v:
Computers and Geotechnics. 159:105477
Autor:
Yu Wen Chang, Lap Loi Chung, Shu Hsien Chao, Cho Yen Yang, Shang Yi Hsu, Hsiao Hui Hung, Hwang Shyh-Jiann, Chung Han Yu, Chin Kuo Su, Wen Cheng Shen, Chun Hsiang Kuo, Yi An Li, Jui-Liang Lin, Fan Ru Lin, Chun Chung Chen, Chih Chieh Lu
Publikováno v:
Bulletin of Earthquake Engineering. 18:4725-4754
An earthquake with an epicenter offshore of Hualien City in eastern Taiwan occurred at midnight on February 6, 2018. The Richter magnitude (ML) of the earthquake was 6.26 and the seismic intensity ranged up to level VII, the strongest seismic intensi
Autor:
Jyun-Yan Huang, Shu-Hsien Chao, Che-Min Lin, Shang-Yi Hsu, Chung-Che Chou, Chiun-Lin Wu, Chin-Hsiung Loh
Publikováno v:
SSRN Electronic Journal.
Publikováno v:
Engineering Geology. 297:106518
Autor:
Chih Chieh Lu, Yu-Wei Hwang, Hsuan Chih Yang, Chia Hung Liu, Shang Yi Hsu, Jin Hung Hwang, Yung Yen Ko
Publikováno v:
Seismological Research Letters. 90:51-59
Publikováno v:
Engineering Geology. 291:106234
Repeated liquefaction and pulse-like ground motion have drawn considerable research attention in geotechnical earthquake engineering in the last two decades. In this study, the influences of both phenomena on the seismic response of liquefiable groun
Autor:
Chia-Han Chen, Kuo-Lung Wang, Wei-Kuang Chang, Yu-Wei Hwang, Shang-Yi Hsu, Chi-Chin Tsai, Hsuan-Chih Yang
Publikováno v:
Journal of Earthquake Engineering. 22:1710-1736
On February 6, 2015, a local magnitude (ML) 6.6 earthquake struck southern Taiwan, devastating the Tainan area. A field investigation was conducted by a survey team from the National Center...
Publikováno v:
Soils and Foundations. 52:562-573
This paper presents the results of an in situ lateral load test on a caisson-type foundation of the old Niu-Dou Bridge in Ilan County, Taiwan. The caisson was 12 m long and had circular cross-sections whose diameters were 5 m in the upper portion and
Publikováno v:
Soil Dynamics and Earthquake Engineering. 31:830-840
This study proposes a procedure for developing seismic fragility curves for a pile-supported wharf. A typical pile-supported wharf, as commonly used in the ports of Taiwan, is chosen for demonstration. For a structural model of the wharf, the deck is