Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Junguang Huang"'
Publikováno v:
Sensors, Vol 24, Iss 5, p 1495 (2024)
High-rise building machines (HBMs) play a critical role in the successful construction of super-high skyscrapers, providing essential support and ensuring safety. The HBM’s climbing system relies on a jacking mechanism consisting of several indepen
Externí odkaz:
https://doaj.org/article/3c11e57fa24746d598d48fd1f889a5f8
Publikováno v:
Mathematical Problems in Engineering.
Aiming at the problem of deformation of adjacent masonry structures caused by the surrounding soil disturbance in the construction of twin shield tunnels, taking the spatial variability of soil parameters as the breakthrough point and the surface def
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::48ed6cf245a9b73e0b163eae48571080
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811912597
Based on the shield tunnel engineering in weathered granite stratum in Xiamen, Stochastic calculations, by combining the random field theory and the finite difference analysis together with Monte Carlo simulation, are used to carry out the change law
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8393b2e5e9543667ab07ac347f29c4cb
https://doi.org/10.1007/978-981-19-1260-3_40
https://doi.org/10.1007/978-981-19-1260-3_40
Publikováno v:
Finite Elements in Analysis and Design. 195:103573
The dissipated strain energy, representing a monotonically increasing state variable in nonlinear fracture mechanics, can be used to develop an arc-length constraint equation for tracking the energy dissipation path instead of the elastic unloading p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44ac90af0a43b656375c0db63ce7de10
https://doi.org/10.1016/j.finel.2021.103573
https://doi.org/10.1016/j.finel.2021.103573
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 267:032036
Aiming at the special geological conditions in Karst areas, the pile-soil stress ratio of composite foundation is analyzed. According to carry out the field test of composite foundation in Karst area, soil pressure boxes are arranged to measure the s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a576409f94629aa5ae8d90df0ad18c6
https://doi.org/10.1088/1755-1315/267/3/032036
https://doi.org/10.1088/1755-1315/267/3/032036
Publikováno v:
IOP Conference Series: Earth & Environmental Science; Jun2019, Vol. 267 Issue 6, p1-1, 1p