Zobrazeno 1 - 10
of 44
pro vyhledávání: '"Xingfei Yuan"'
Publikováno v:
Composite Structures. 309:116667
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4616b80ff6a5e7d3a9adcc0d9b6f9036
https://doi.org/10.1016/j.compstruct.2023.116667
https://doi.org/10.1016/j.compstruct.2023.116667
Publikováno v:
Mechanics Research Communications. 125:103995
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a96e4d3b5fc39b15f930e6aade7a9924
https://doi.org/10.1016/j.mechrescom.2022.103995
https://doi.org/10.1016/j.mechrescom.2022.103995
Publikováno v:
Advances in Structural Engineering. 22:2110-2123
Redundancy theory of cable–strut system is developed for evaluation of structural design. This redundancy theory extends system-level redundancy to member-level redundancy and takes pre-force into ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::709d21b9e823e65f81bf92a072077a3c
https://doi.org/10.1177/1369433219832515
https://doi.org/10.1177/1369433219832515
Publikováno v:
KSCE Journal of Civil Engineering. 23:2136-2147
This study mainly focuses on a new Genetic Algorithm (GA)-based topology optimization method of tensegrity tori with the ring stiffness set as the optimization objective. To do the structural analysis of self-equilibrated tensegrity tori, a modified
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bba10fd00166c86fd7e65fb542dded61
https://doi.org/10.1007/s12205-019-1700-z
https://doi.org/10.1007/s12205-019-1700-z
Publikováno v:
Journal of Zhejiang University-SCIENCE A. 19:704-718
Active control experiments on a newly proposed herringbone ribbed cable dome are described in this study. The cables of the dome are designed to have the ability to change length in order to adjust the geometrical configuration and the force distribu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3cfd8d4fcc750bd5aa8d400900b6d3b
https://doi.org/10.1631/jzus.a1700228
https://doi.org/10.1631/jzus.a1700228
Publikováno v:
Advances in Structural Engineering. Dec2016, Vol. 19 Issue 12, p1917-1926. 10p.
Publikováno v:
Computers & Structures. 192:171-180
Nonlinear equilibrium equations with node coordinates as variables are proposed.Nonlinear equilibrium equations are converted to nonlinear least-squares problems.Levenberg-Marquardt method is used to deal with singularity of Jacobian matrix.Tensegrit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a01874ffccdb59c69f652cd68bfdbd7e
https://doi.org/10.1016/j.compstruc.2017.07.005
https://doi.org/10.1016/j.compstruc.2017.07.005
Publikováno v:
Advances in Structural Engineering. 21:365-379
A new fine beam model of vector form intrinsic finite element is proposed to conduct elastoplastic analysis of beams with different depth–span ratios. Vector form intrinsic finite element is a new ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6bc2fcb5b70c0466411e003eded710f5
https://doi.org/10.1177/1369433217718984
https://doi.org/10.1177/1369433217718984