Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Zhongchu Tian"'
Publikováno v:
Applied Sciences, Vol 14, Iss 12, p 5015 (2024)
In the context of reinforced concrete (RC) arch bridges, while the incorporation of full sections of steel fibers can enhance the bridge’s toughness, cracking resilience, and bearing capacity, achieving an optimal balance between structural perform
Externí odkaz:
https://doaj.org/article/97c6ced1cc234c68ba3e0aa482532c9f
Autor:
Zhongchu Tian, Binlin Xu
Publikováno v:
Applied Sciences, Vol 14, Iss 5, p 2215 (2024)
As important load-bearing structures, suspension cables have been widely used in suspension bridges, engineering ropeways, cable suspension systems and other special equipment. Their dynamic problems have always been a research hotspot. Especially fo
Externí odkaz:
https://doaj.org/article/833095a06f6f4e0483e4011494010894
Autor:
Zhongchu Tian, Zhangying Liao
Publikováno v:
Applied Sciences, Vol 13, Iss 21, p 11683 (2023)
In order to ensure the safety of temporary piers during bridge construction, it is necessary to analyze the water flow effects on temporary piers during flood periods. Based on the practical engineering of a new bridge in Jiangxi province, a three-di
Externí odkaz:
https://doaj.org/article/c3e783c71aae496f80db117dd3f2f278
Publikováno v:
Applied Sciences, Vol 13, Iss 20, p 11239 (2023)
In light of the limited research on latent damages during the construction of large-span suspension arches, this study introduced a method to simulate structural damage utilizing random porosity. Initially, based on data from real-world engineering p
Externí odkaz:
https://doaj.org/article/dba125db699f433eb68a11f579f48828
Publikováno v:
Applied Sciences, Vol 12, Iss 19, p 9971 (2022)
The catenary cable element has more advantages than other nonlinear truss elements but is less used in commercial programs. In this paper, the initial geometric configuration of the element is solved iteratively by the dichotomous method. Then the Up
Externí odkaz:
https://doaj.org/article/8ab9eb7f0ccf48e995d017ba8943269c
Publikováno v:
Applied Sciences, Vol 12, Iss 19, p 10070 (2022)
To control the level of tensile stress in the section of reinforced concrete arch cantilever construction, a construction control method of temporary prestressing reinforcement is proposed in this study. The influence law of temporary prestressing on
Externí odkaz:
https://doaj.org/article/6aef4fb093b340b29f6a71a6d6c91d3e
Autor:
Binlin, Xu1 (AUTHOR) xbl18692083845@163.com, Zhongchu, Tian2 (AUTHOR) tianzhongchu@163.com, Xiaoping, Shen3 (AUTHOR) 261431227@qq.com, Wenguang, Bai3 (AUTHOR) 525284260@qq.com
Publikováno v:
Structural Concrete. Jul2024, p1. 17p. 19 Illustrations.
We present a novel numerical method for solving ordinary differential equations (ODEs) using Radial Basis Function (RBF) Network with Extreme Learning Machine Algorithm. A single layer Radial Basis Functional Link Neural Network (RBFNN) model has bee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1060f1b386b9599814ab4323f10b71fe
https://doi.org/10.21203/rs.3.rs-1416056/v1
https://doi.org/10.21203/rs.3.rs-1416056/v1
Publikováno v:
Journal of Intelligent & Fuzzy Systems. 38:3445-3461
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7c3e3e923b293b1af23f0dec4e30da6
https://doi.org/10.3233/jifs-190406
https://doi.org/10.3233/jifs-190406