Sensitivity analysis of double layer Diamatic dome space structure collapse behavior

RV Vazna, M Zarrin - Engineering Structures, 2020 - Elsevier
Collapse behavior of double layer dome space structures depends on different factors such
as load pattern, material mechanical properties, and member's physical characteristics …

DOProC-based reliability analysis of structures

P Janas, M Krejsa, J Sejnoha, V Krejsa - Structural engineering and …, 2017 - dbpia.co.kr
Probabilistic methods are used in engineering where a computational model contains
random variables. The proposed method under development: Direct Optimized Probabilistic …

Influence of member length imperfection on the capacity of spatial structures

M Gordini, MR Habibi, MH Tavana… - The Open Civil …, 2018 - benthamopen.com
Methods: The variation of imperfect members' positions and initial size of length
imperfections (being longer or shorter than the ideal size) were selected as the parameters …

Study on the influence of geometric imperfections and welding deformation on the global stability of orthogonal mixed with oblique single-layer reticulated shell

YM Wang, FH Zheng, J Wang, JS Ju… - Journal of Physics …, 2021 - iopscience.iop.org
Using finite element method to study the influence of geometric imperfections and welding
deformation on the global stability of orthogonal mixed with oblique single-layer reticulated …

Effect of stochastic imperfections on the buckling of open-top storage tanks under wind loads

L LIU, Y SUN, N SU, Z CAO - Proceedings of IASS Annual …, 2023 - ingentaconnect.com
Open-top storage tanks are prone to buckling under wind loads due to the lack of top
restraint. As a typical cylindrical shell, the buckling capacity is very sensitive to initial …

[PDF][PDF] Reliability analysis of double-layer domes with stochastic geometric imperfections

M Gordini, MR Habibi, MR Sheidaii… - Adv. Comput …, 2017 - researchgate.net
This study aimed to investigate the effect of initial member length an imperfection in the load
carrying capacity of double-layer domes space structures. First, for the member length …

基于等稳定要求网壳结构截面优化设计.

陈世英, 李维国, 鹿晓阳 - Journal of China University of …, 2018 - search.ebscohost.com
单层网壳结构是缺陷敏感结构, 为降低结构稳定承载力对缺陷的敏感性, 提出以稳定承载力随
缺陷波动最小(等稳定) 为目标函数的单层球面网壳结构截面优化设计方法 …

Reliability of Single-Layer Steel Space Domes under the Effects of the Changes in the Height-to-Span Ratio

A Bahrpeymah, M Layegh Rafat… - AUT Journal of Civil …, 2022 - ajce.aut.ac.ir
In space domes, geometrical changes are the main factors that determine the forces in the
structural members. This paper has addressed the effects of the height-to-span ratio …

Stability optimization of grid shells based on regional sensitivity differences

S Chen, W Li, J Quan, Q Li - Mechanics of Advanced Materials and …, 2022 - Taylor & Francis
To improve the reliability of the stability and bearing capacity of grid shells, we proposed a
novel sequential two-level stochastic optimization based on the regional sensitivity …

Stochastic Approach on Safe Designing of Double Layer Grid Space Structure against Member Length Imperfections

HT Türker - International Journal of Steel Structures, 2021 - Springer
Abstract The imperfections in Double Layer Grid Space Structure (DLGSS) threaten the
safety of designs. The imperfections in the member length of DLGSS may result from human …