Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Minwoo Chang"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-26 (2024)
Abstract This research introduces an advanced method for predicting seismic responses and hysteresis curves of instrumented bridge piers and bearings under various loading conditions, leaning solely on a single deep learning architecture and the same
Externí odkaz:
https://doaj.org/article/98a55fd6407041a1b568ce9b99c538bc
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 13, Iss 1, Pp 1-18 (2019)
Abstract While internal and external unbonded tendons are widely utilized in concrete structures, an analytical solution for the increase in unbonded tendon stress at ultimate strength, $$\Delta f_{ps}$$ Δfps , is challenging due to the lack of bond
Externí odkaz:
https://doaj.org/article/c611eba59e2e4155991df081bf934f50
Autor:
Minwoo Chang, Marc Maguire
Publikováno v:
Applied Sciences, Vol 10, Iss 24, p 8946 (2020)
This paper presents an advanced method to determine explanatory variables required for developing deterioration models without the interference of human bias. Although a stationary set of explanatory variables is ideal for long-term monitoring and as
Externí odkaz:
https://doaj.org/article/d33dce14bf6647d085183fa36a67281a
Autor:
Dasom Kim, Kwangjae Park, Minwoo Chang, Sungwook Joo, Sanghwui Hong, Seungchan Cho, Hansang Kwon
Publikováno v:
Metals, Vol 9, Iss 2, p 210 (2019)
In this study, we have attempted to manufacture functionally graded materials (FGMs) using aluminum alloys 3003 and 6063 via a hot extrusion process to realize multifunctionality through achieving high strength and low weight. The FGMs were fabricate
Externí odkaz:
https://doaj.org/article/32f994dfafd948c893c8e2c59a0af503
Publikováno v:
Structures. 45:1990-2006
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb4e982e42d0f1e4bef5ac39dd2d51c2
https://doi.org/10.1016/j.istruc.2022.10.015
https://doi.org/10.1016/j.istruc.2022.10.015
Publikováno v:
Journal of the Korean Society for Railway. 24:395-403
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::deb87431a828e72169286a1c22543892
https://doi.org/10.7782/jksr.2021.24.4.395
https://doi.org/10.7782/jksr.2021.24.4.395
Publikováno v:
KSCE Journal of Civil Engineering. 24:1750-1762
This paper proposes a test method to evaluate the operability of railway vehicles crossing floating bridges. To inspect the dynamic response of the floating bridge to the railway vehicle, the test setup was separated into wave tank and shake table te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ecfe9ac8d61643733a98938880be1281
https://doi.org/10.1007/s12205-020-0968-3
https://doi.org/10.1007/s12205-020-0968-3
Autor:
Jae Kwan Kim, Minwoo Chang
Publikováno v:
KSCE Journal of Civil Engineering. 23:2313-2323
This paper presents an effective pseudo-dynamic (PSD) test method for analyzing the response of a multi degree of freedom structural system. In addition to the physical and numerical substructuring of the structure, the effect of the soil-structure i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73c31520ee4bb2ebef34da712947247a
https://doi.org/10.1007/s12205-019-1631-8
https://doi.org/10.1007/s12205-019-1631-8
Publikováno v:
Measurement. 182:109558
In the conventional performance‐based earthquake engineering framework, fragility curves are mapped to a function of story drift ratio or spectral acceleration corresponding to the first mode. Based on the fragility curves, the probability of struc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::58f679e90a8b64f4866b145bfa1b13c9
https://doi.org/10.1016/j.measurement.2021.109558
https://doi.org/10.1016/j.measurement.2021.109558
Publikováno v:
Mathematics and Statistics Faculty Publications
International Journal of Concrete Structures and Materials, Vol 13, Iss 1, Pp 1-18 (2019)
International Journal of Concrete Structures and Materials, Vol 13, Iss 1, Pp 1-18 (2019)
While internal and external unbonded tendons are widely utilized in concrete structures, an analytical solution for the increase in unbonded tendon stress at ultimate strength, $$\Delta f_{ps}$$ , is challenging due to the lack of bond between strand
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16e31a331738d450dcc53721c665e48b
https://digitalcommons.usu.edu/cgi/viewcontent.cgi?article=1384&context=mathsci_facpub
https://digitalcommons.usu.edu/cgi/viewcontent.cgi?article=1384&context=mathsci_facpub
