Zobrazeno 1 - 10
of 74
pro vyhledávání: '"Shi-Lin Dong"'
Autor:
Lian-Meng Chen, Sun-Kai Yan, Zhi-Chao Jiang, Kai-Yu Huang, Ze-Bin Li, Wei Li, Yi-Yi Zhou, Shi-Lin Dong
Publikováno v:
Buildings, Vol 13, Iss 9, p 2353 (2023)
This study proposed a framework of optimal design for flexible cable dome structures based on progressive collapse resistance. First, a quantitative evaluation method for nonlinear robustness based on robustness control theory to reflect the structur
Externí odkaz:
https://doaj.org/article/14de46f6879f464e849eac148259950b
Analysis and Evaluation of the Progressive Collapse of Cable Dome Structures Induced by Joint Damage
Autor:
Lian-Meng Chen, Kai-Yu Huang, Yi-Jie Liu, Ze-Bin Li, Yi-Hong Zeng, Wei Li, Yi-Yi Zhou, Shi-Lin Dong
Publikováno v:
Buildings, Vol 13, Iss 8, p 2072 (2023)
The current literature lacks an effective progressive collapse analysis of a cable dome structure induced by joint damage. In this study, a dynamic analysis was performed using actual construction cases, an ANSYS LS-DYNA analysis platform, and a full
Externí odkaz:
https://doaj.org/article/fcbd114d60634b2696a916c8dd778ad5
Publikováno v:
Applied Sciences, Vol 13, Iss 4, p 2086 (2023)
Since the literature lacks an effective analysis method of collapse mechanisms and optimisation design theory for progressive collapse resistance of cable dome structure, a structural performance-based optimisation approach was proposed to improve th
Externí odkaz:
https://doaj.org/article/365835bb360948cea1faad9345a6354a
Publikováno v:
Buildings, Vol 12, Iss 10, p 1528 (2022)
In this study, the design of a flexible cable–strut tensile structure was optimised according to the importance of elements to achieve high structural robustness. First, the importance coefficients of elements were determined by comparing their str
Externí odkaz:
https://doaj.org/article/a6dad64532434d03ada856df45d76c6a
Publikováno v:
International Journal of Steel Structures. 20:1755-1764
Currently, the robustness analysis of structure is primarily related to rigid structures, and little has been done to study the robustness of spatial flexible cable-strut tensile structures with larger span, more complex forms, lower redundancy, more
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc389e7baf010268c644157e851777a5
https://doi.org/10.1007/s13296-020-00405-6
https://doi.org/10.1007/s13296-020-00405-6
Publikováno v:
Journal of Fuel Chemistry and Technology. 46:1231-1239
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f2f8ade0e20983e9b435d0ecc342716
https://doi.org/10.1016/s1872-5813(18)30051-3
https://doi.org/10.1016/s1872-5813(18)30051-3
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. 22:413-426
Pretension deviation may cause stiffness degradation and overstress that can compromise the safety of tensile structures, which can be diagnosed by modal identification. This article presents modal tests on a 1:10 scaled model of a herringbone-ribbed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87b46c488502c0dd5a6f83bbc392b548
https://doi.org/10.1177/1369433218789197
https://doi.org/10.1177/1369433218789197
Publikováno v:
Advances in Structural Engineering. 22:287-296
A six-bar tetrahedral unit of a rhombic projection plane is a basic geometric invariable body with a simple configuration. A six-bar tetrahedral cylindrical lattice shell can be assembled by rhombic projection plane six-bar tetrahedral units with ide
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4392e99814a28a978f6743fa5a66dd51
https://doi.org/10.1177/1369433218784040
https://doi.org/10.1177/1369433218784040
Publikováno v:
Aerospace Science and Technology. 78:342-353
This paper describes a newly developed negative Gaussian cable-strut structure. It focuses on the fracture of a member using an experimental model and the corresponding vector form intrinsic finite element (VFIFE) model. First, this study considered
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::918f8b7ab75336a052cab10436f41e8b
https://doi.org/10.1016/j.ast.2018.04.033
https://doi.org/10.1016/j.ast.2018.04.033