Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Guquan Song"'
Publikováno v:
International Journal of Coal Science & Technology, Vol 11, Iss 1, Pp 1-30 (2024)
Abstract This study aims to investigate the effects of different mapping unit scales and study area scales on the uncertainty rules of landslide susceptibility prediction (LSP). To illustrate various study area scales, Ganzhou City in China, its east
Externí odkaz:
https://doaj.org/article/aa6a049d3d50434d97f293119788173f
Publikováno v:
Frontiers in Earth Science, Vol 9 (2021)
For the issue of collapse susceptibility prediction (CSP), minimal attention has been paid to explore the uncertainty characteristics of different machine learning models predicting collapse susceptibility. In this study, six kinds of typical machine
Externí odkaz:
https://doaj.org/article/9b80f0d1596745388aa8d03c981eb747
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
In this paper, a risk-based multiobjective optimal seismic design method for reinforced concrete (RC) piers is proposed. This method is used to determine the size and reinforcement ratios of piers to minimize the seismic risk of bridge systems and th
Externí odkaz:
https://doaj.org/article/f1cf21777bdd498caf91af07d72a4144
Autor:
Wenjun An, Guquan Song
Publikováno v:
Applied Sciences, Vol 11, Iss 9, p 4068 (2021)
Given the possible separation problem caused by the double-span continuous beam bridge under the action of the vertical earthquake, considering the wave effect, the transient wave characteristic function method and the indirect mode superposition met
Externí odkaz:
https://doaj.org/article/cbf8aab9d7eb4a5aadc571dda084ba08
Autor:
Wenjun An, Guquan Song
Publikováno v:
Symmetry, Vol 13, Iss 4, p 692 (2021)
To study the influence of the near-fault vertical earthquake, the beam-spring-damper-pier model is used to simulate the double-span continuous beam bridge. The transient wave function expansion method and the indirect mode function method are used to
Externí odkaz:
https://doaj.org/article/c391ff68f0e94d73be3dbd3c7d3be60d
Publikováno v:
Mathematics, Vol 9, Iss 7, p 704 (2021)
Given the influence of near-fault vertical seismic action, we established a girder-spring-damping-rod model of a double-span continuous girder bridge and used the transient wave function expansion method and indirect modal function method to calculat
Externí odkaz:
https://doaj.org/article/31d9e07a87e0415997dfd70ba21b6ae5
Publikováno v:
Earthquake Engineering and Engineering Vibration. 22:469-479
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6206300994dbf743237f504a15186fcb
https://doi.org/10.1007/s11803-023-2178-8
https://doi.org/10.1007/s11803-023-2178-8
Publikováno v:
Bulletin of Earthquake Engineering. 20:449-476
In this study, a resilience-based multi-objective optimal seismic design method is proposed to maximize the seismic performance and minimize the material cost of highway reinforced concrete (RC) bridges. The size of the elastomeric bearings and cross
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c27f24d9cbc8703a3030d919b956eebf
https://doi.org/10.1007/s10518-021-01232-8
https://doi.org/10.1007/s10518-021-01232-8
Publikováno v:
Frontiers in Earth Science, Vol 9 (2021)
For the issue of collapse susceptibility prediction (CSP), minimal attention has been paid to explore the uncertainty characteristics of different machine learning models predicting collapse susceptibility. In this study, six kinds of typical machine
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2601be98ca8f8b318d4bcd0a75736317
To maximize the seismic performance and minimize the material cost of the typical highway reinforced concrete (RC) bridges, a resilience-based multi-objective optimal seismic design method is proposed in this study. The size of elastomeric bearings a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a1f201987798612c646a66ada231995
https://doi.org/10.21203/rs.3.rs-373690/v1
https://doi.org/10.21203/rs.3.rs-373690/v1
