Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Wen Ru Lu"'
Publikováno v:
Archives of Electrical Engineering, Vol 69, Iss 3, Pp 499-519 (2020)
In order to control joints of manipulators with high precision, a position tracking control strategy combining fractional calculus with iterative learning control and sliding mode control is proposed for the control of a single joint of manipulators.
Externí odkaz:
https://doaj.org/article/b706e2bd45d942c7888fac0c302e4aea
Publikováno v:
Applied Mechanics and Materials. :1374-1377
Because the stress concentration usually appears in the plate corner or discontinuity zone, it is necessary to optimize design for local plate of steel anchor beam bearing huge cable force. Based on 3D elaborate finite-element method, the stress dist
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4608408738984e368b5f1da4f2893211
https://doi.org/10.4028/www.scientific.net/amm.501-504.1374
https://doi.org/10.4028/www.scientific.net/amm.501-504.1374
Publikováno v:
Advanced Materials Research. :1159-1164
The buckling strength of stiffened flange plate under compression was researched by referring to BS5400, Japanese Specification for Highway Bridges and Eurocode in order to research calculation methods of stiffened flange plate under compression in f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c61cffbb8a89acea4ef4aa1683864d7f
https://doi.org/10.4028/www.scientific.net/amr.838-841.1159
https://doi.org/10.4028/www.scientific.net/amr.838-841.1159
Publikováno v:
Advanced Materials Research. :1007-1011
Taking Wei River Bridge with span combination of 69m+7×90m for example, the method of determining the steel-concrete joint section for variable cross-section steel-concrete hybrid continuous box girder bridge were investigated by finite element and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c6e1df51a21ed152a1dc8aee61b19d79
https://doi.org/10.4028/www.scientific.net/amr.671-674.1007
https://doi.org/10.4028/www.scientific.net/amr.671-674.1007
Publikováno v:
Advanced Materials Research. :1069-1072
Based on a dual-wall steel cofferdam, the configuration character and construction technology of the dual-wall steel cofferdam was introduced. The load of different construction stages of the steel cofferdam was studied. The mechanical properties of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40233d2a2f925eb15b73d7fbf08bfbbc
https://doi.org/10.4028/www.scientific.net/amr.671-674.1069
https://doi.org/10.4028/www.scientific.net/amr.671-674.1069
Publikováno v:
Advanced Materials Research. :974-979
For steel box girder of cable-stayed bridge, which using incremental launching method, during the launching process, structural system and boundary conditions were changing, structure mechanical behaviors were complex. It was necessary to conduct a c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca012e29d5ae2af57bfeafd72ccbe46c
https://doi.org/10.4028/www.scientific.net/amr.671-674.974
https://doi.org/10.4028/www.scientific.net/amr.671-674.974
Publikováno v:
Advanced Materials Research. :957-961
Based on a project of "Study on Bearing Capacity and Design Method for Curved PC Box Girder Bridge"(number: 03-01K), which came from the Communications Department of Shaanxi Province, temperature gradient effect of curved concrete box girder was rese
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b662e9c9bae125a33a4de6c2d83d140
https://doi.org/10.4028/www.scientific.net/amr.671-674.957
https://doi.org/10.4028/www.scientific.net/amr.671-674.957
Publikováno v:
Advanced Materials Research. :1120-1124
The choice of closure order of long span prestressed concrete continuous rigid frame bridge is the key part on its construction procedure, which has a big influence on the gross force and alignent of the whole structure. On the Basis of the Hanjiang
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c63b9634b40dcd18fc4dc40306d8277
https://doi.org/10.4028/www.scientific.net/amr.255-260.1120
https://doi.org/10.4028/www.scientific.net/amr.255-260.1120
Autor:
Jing Ying Zhao
Selected, peer reviewed papers from 2011 International Conference on Civil Engineering and Building Materials (CEBM 2011), July 29-31, 2011 Kunming, China
