Zobrazeno 1 - 10
of 81
pro vyhledávání: '"Shih-Tsung Hsu"'
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811669316
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5d2beede122bf2b1ca0b8004e8cbdac
https://doi.org/10.1007/978-981-16-6932-3_24
https://doi.org/10.1007/978-981-16-6932-3_24
Autor:
Wen-Chi Hu, Shih-Tsung Hsu
Publikováno v:
2021 The 11th International Conference on Information Communication and Management.
The effectiveness of mobile-assisted learning allows educational effects to become more apparent, such as enhancing a more engaged, authentic, and interactive learning environment. Research already indicated that mobile learning provide positive effe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::68f05c125449a5087f92dbbc6c722d80
https://doi.org/10.1145/3484399.3484413
https://doi.org/10.1145/3484399.3484413
Publikováno v:
Materials Science Forum. 975:203-207
Constitutive models for soils are usually adopted in numerical method to analyze the behavior of geotechnical structures. This study performs a series of consolidated-undrained triaxial tests to establish the stress-strain curve of clay. A constituti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af8db60fe3907d23d3789f912baca660
https://doi.org/10.4028/www.scientific.net/msf.975.203
https://doi.org/10.4028/www.scientific.net/msf.975.203
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 758:012048
This study adopts a constitutive model for sand and a 3-D numerical software, named “FLAC3D” to examine the anchorage behaviours of an under-reamed anchor in sandy soil. A series of pull-out test on model anchors is performed to confirm the resul
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a77d5a0751545468b1b2cafec08eb6b0
https://doi.org/10.1088/1757-899x/758/1/012048
https://doi.org/10.1088/1757-899x/758/1/012048
Autor:
Wen Chi Hu, Shih-Tsung Hsu
Publikováno v:
Advanced Materials Research. :1882-1887
This research carried out field tests on nine vertical anchors to investigate their behavior in gravel of Taichung Basin. An anchor can be categorized as a deep anchor when the free length Z exceeds 8D (D is the diameter of the anchor). The shape of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1012cfbe4b4e3c94707c634803c9c46f
https://doi.org/10.4028/www.scientific.net/amr.718-720.1882
https://doi.org/10.4028/www.scientific.net/amr.718-720.1882
Autor:
Wen-Chi Hu, Shih-Tsung Hsu
Publikováno v:
Journal of the Chinese Institute of Engineers. 37:175-188
Shaft anchors are commonly used in geotechnical engineering. They can be categorized into several types; however, the anchorage behaviors of the anchors are not well known. To determine the comprehensive behavior of straight shaft anchors, a series o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::245b52ca67150b80c3a7f4dbc8d8a968
https://doi.org/10.1080/02533839.2012.757047
https://doi.org/10.1080/02533839.2012.757047
Publikováno v:
ICSAI
Numerical simulation technology is extensively employed to resolute many difficulties of infrastructures. On the other hand, anchors have been broadly served as earth structures, especially in deep excavations. Practically, anchors are customarily se
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7f129c8f47cb24cead2a7ab2567edeb
https://doi.org/10.1109/icsai.2016.7811015
https://doi.org/10.1109/icsai.2016.7811015
Autor:
Shih-Tsung Hsu, Wen-Chi Hu
Publikováno v:
ICSAI
The advancement of computer technology had made new tools available that have the potential to enhance students' comprehension and engagement in the English as a medium of instruction (EMI) settings, thus aiding EMI both from a theoretical and a prac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a92251bc0a39841c318ee56c8acb472
https://doi.org/10.1109/icsai.2016.7811002
https://doi.org/10.1109/icsai.2016.7811002
Autor:
Wen Chi Hu, Shih-Tsung Hsu
Publikováno v:
Advanced Materials Research. 486:214-220
This research performed a series of triaxial tests on sandy specimens to obtain the parameters needed for a constitutive model. The model is capable to simulate the strain hardening/softening and the volumetric dilation of sandy soil during stressing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a825346f04c37b2805db67e4be3dfde
https://doi.org/10.4028/www.scientific.net/amr.486.214
https://doi.org/10.4028/www.scientific.net/amr.486.214
Autor:
Shih-Tsung Hsu
Publikováno v:
Applied Mechanics and Materials. :1415-1419
This study developed a numerical method to establish a comprehensive load-settlement curve for a driven pile. Analysis results shown that the residual forces caused by the driving of the pile can be simulated using the numerical method that proposed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2a41dd1517e40f93e946c071ed3788f
https://doi.org/10.4028/www.scientific.net/amm.105-107.1415
https://doi.org/10.4028/www.scientific.net/amm.105-107.1415