Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Anquan Chen"'
Publikováno v:
Plants, Vol 13, Iss 5, p 598 (2024)
The cultivated land area in China is approaching the red line for farmland protection. Newly reclaimed land possesses a large exploratory potential to become a reserved land resource. Identifying a fertilization strategy is vital for improving the po
Externí odkaz:
https://doaj.org/article/3b64938ef6b349c7868615bd6d129474
Publikováno v:
Meccanica. 56:1587-1612
Nonlinear analysis of structures is an effective way for predicting the bearing capacity or ultimate strength of a structure. This paper will review researches on the nonlinear, buckling, postbuckling and elasto-plastic analyses of three-dimensional
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8584f795c6d9816e9c75af6479c4ebdf
https://doi.org/10.1007/s11012-020-01182-6
https://doi.org/10.1007/s11012-020-01182-6
Publikováno v:
Water; Volume 14; Issue 24; Pages: 4119
[Aims] The saline soil in continuous silting tidal areas will become a crucial reserved land resource in China. A prominent problem is controlling soil salinization for improving agricultural water and land resources’ productivity in coastal areas.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cf3428e1f0feb6c00546321c415b7cbc
https://doi.org/10.3390/w14244119
https://doi.org/10.3390/w14244119
Publikováno v:
International Journal of Non-Linear Mechanics. 125:103538
Based on the continuum mechanics principles, a rigorous formulation is presented for the linearized stiffness equation of three-dimensional beam elements with account taken of the joint moment equilibrium in the deformed configuration C 2 . By sticki
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ddb7fc5e33cb82157619db7286546e9
https://doi.org/10.1016/j.ijnonlinmec.2020.103538
https://doi.org/10.1016/j.ijnonlinmec.2020.103538
Publikováno v:
International Journal of Structural Stability and Dynamics. 19:1950112
This paper presents a new attempt for geometric nonlinear and postbuckling analysis of structures using only elastic stiffness. This can be achieved not without reasons. Aside from a correct updating of the structural geometry in the incremental sens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e72c83ec029cbb6a89b2da9d24f41138
https://doi.org/10.1142/s0219455419501128
https://doi.org/10.1142/s0219455419501128