Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Chia Han Chen"'
Publikováno v:
Journal of Catalysis. 380:43-54
Silver supported on CeO2 nanoparticles (Ag/CeO2) was found to be an efficient catalyst for formaldehyde removal at low temperature. The activity of Ag/CeO2 catalysts in HCHO oxidation was markedly influenced by pretreatment at different calcination t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5bac003b0a759b62fb92e6c9a6d6aa0
https://doi.org/10.1016/j.jcat.2019.09.028
https://doi.org/10.1016/j.jcat.2019.09.028
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::517d4e3c4fddb6240a50acfc49879f05
https://doi.org/10.1016/j.enggeo.2021.106234
https://doi.org/10.1016/j.enggeo.2021.106234
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...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a54e4f51e09547533cf85dd994d3c366
https://doi.org/10.1080/13632469.2017.1297271
https://doi.org/10.1080/13632469.2017.1297271
Publikováno v:
Engineering Geology. 281:105956
Lateral spreading is the main cause of pile foundation damage in liquefaction-prone areas during earthquakes. A soil profile in which a non-liquefied soil is on top of a liquefied soil is a critical design scenario. To investigate the influence of la
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42f3a51d41f80efbb5ee9ea2d3f8e70e
https://doi.org/10.1016/j.enggeo.2020.105956
https://doi.org/10.1016/j.enggeo.2020.105956
Autor:
Yung Yen Ko, Chia Han Chen
Publikováno v:
Soil Dynamics and Earthquake Engineering. 129:105946
Soil liquefaction induced by earthquakes not only causes settlement and lateral spreading of the ground, but also lowers the stiffness and strength of soil. In this paper, the variation of soil mechanical properties during liquefaction was investigat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d392f134b9e3563e09962c0f1ded37ad
https://doi.org/10.1016/j.soildyn.2019.105946
https://doi.org/10.1016/j.soildyn.2019.105946
Publikováno v:
International Journal of Environmental Science and Technology. 13:65-76
Adsorption of copper and lead ions in aqueous solutions onto large-pore mesoporous silica materials functionalized with amino and mercapto groups and those with different morphologies including fiber-like, rod-like, and platelet was studied. The synt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae97847566cac2a5378820073aa0b434
https://doi.org/10.1007/s13762-015-0841-y
https://doi.org/10.1007/s13762-015-0841-y
Autor:
Ming-Chang Liu, Chi-Shuang Chang, Chia-Han Chen, Tsung-Han Lin, Soofin Cheng, Shing-Jong Huang
Publikováno v:
Catalysis Science & Technology. 5:3182-3193
Cubic Pm3n mesoporous aluminosilicates isomorphous to SBA-1, with 3D interconnected pore structures, were assembled from Al-incorporating zeolite seeds at around pH 9 using cetyltriethylammonium bromide as a pore-directing agent. The resultant series
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5617fe594ec03674b2afacb1bf24d5a
https://doi.org/10.1039/c5cy00184f
https://doi.org/10.1039/c5cy00184f
Publikováno v:
Earthquake Engineering & Structural Dynamics. 44:849-864
This study investigated the seismic performance and soil-structure interaction of a scoured bridge models with pile foundation by shaking table tests using a biaxial laminar shear box. The bridge pier model with pile foundation comprised a lumped mas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2b504b7d381c105bc5c301ee20ba5ca
https://doi.org/10.1002/eqe.2489
https://doi.org/10.1002/eqe.2489
Publikováno v:
Computers and Geotechnics. 56:40-49
This study used model pile load testing and numerical analysis to investigate the experimental analysis results of pile and soil responses for lateral load testing due to the flexural yielding of a pile, and to examine the applicability of the distri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::54b2233c064cb54c75f3832d77dcbae6
https://doi.org/10.1016/j.compgeo.2013.10.007
https://doi.org/10.1016/j.compgeo.2013.10.007
Publikováno v:
Journal of the Chinese Institute of Engineers. 37:313-324
Pushover tests of an aluminum model pile in saturated loose sand were conducted at the National Center for Research on Earthquake Engineering of Taiwan (NCREE). The test data are analyzed to investigate the lateral hysteretic response of the pile. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8290c9b7cd78f486bc6849f171b873f
https://doi.org/10.1080/02533839.2013.799929
https://doi.org/10.1080/02533839.2013.799929