A flexibility approach for geometric nonlinear static analysis of guyed masts
HM Titus, SA Jayachandran - Structures, 2024 - Elsevier
The present study proposes a novel flexibility-based approach for the large displacement
analysis of guyed masts. The guyed mast is modeled as an equivalent beam–column …
analysis of guyed masts. The guyed mast is modeled as an equivalent beam–column …
Buckling in prestressed stayed beam–columns and intelligent evaluation
For prestressed stayed beam–columns, the buckling behaviour is studied analytically, and
the intelligent models for evaluating the nonlinear behaviour are developed using machine …
the intelligent models for evaluating the nonlinear behaviour are developed using machine …
Analytical solutions of the forced vibration of Timoshenko micro/nano-beam under axial tensions supported on Winkler–Pasternak foundation
Z Li, B Chen, B Lin, X Zhao, Y Li - The European Physical Journal Plus, 2022 - Springer
Axially loaded micro/nano-beams supported on foundations are extensively applied in
micro/nano-medicine field. This paper aims to derive analytical solutions of the forced …
micro/nano-medicine field. This paper aims to derive analytical solutions of the forced …
Non-linear stability of isotropic stiffened composite channels under compression
A Teter, Z Kolakowski - Thin-Walled Structures, 2024 - Elsevier
In this study, compressed laminated channels with isotropic stiffeners on their free
longitudinal edges are investigated. The use of edge stiffeners in the form of clamps or …
longitudinal edges are investigated. The use of edge stiffeners in the form of clamps or …
A nonlinear FE formulation for elastic buckling and post-buckling analysis of pre-stressed stayed columns with bonded/un-bonded cable stays
This study intends to investigate elastic buckling and post-buckling behaviors of pre-
stressed (PS) stayed columns with single and triple cross-arms using a nonlinear FEM. To …
stressed (PS) stayed columns with single and triple cross-arms using a nonlinear FEM. To …
Prestressed stayed beam–columns under eccentric compression: Behaviour and prestress optimization
For prestressed stayed beam–columns, the structural behaviour and optimization method
under eccentric compression are investigated numerically. The eccentric compression …
under eccentric compression are investigated numerically. The eccentric compression …
[HTML][HTML] Global Stability Behavior of Pre-Cast Cable-Stiffened Steel Columns
Y Zhao, J Hu, S Song, T Zhang, P Li, G Xiong - Buildings, 2024 - mdpi.com
Cable-stiffened steel columns (CSSC) have a high load-carrying capacity and strong
stability compared to ordinary steel columns. In practical engineering, the connection …
stability compared to ordinary steel columns. In practical engineering, the connection …
Несущая способность аварийно догружаемых железобетонных колонн с начальными несовершенствами
АВ Алексейцев, НС Курченко… - Строительство и …, 2022 - construction.elpub.ru
Аннотация Рассмотрен подход к численному моделированию напряженно-
деформированного состояния железобетонных колонн квадратного сечения с …
деформированного состояния железобетонных колонн квадратного сечения с …
Development of seismic isolation structures in seismic applications
C Liu - Water Conservancy and Civil Construction Volume 1, 2024 - taylorfrancis.com
In construction engineering, the design of a building structure is closely related to stability,
safety, and cost. In this regard, this paper briefly introduces the importance of seismic …
safety, and cost. In this regard, this paper briefly introduces the importance of seismic …
Учредители: Новосибирский государственный архитектурно-строительный университет
ИН СТАРИШКО - ИЗВЕСТИЯ ВЫСШИХ УЧЕБНЫХ ЗАВЕДЕНИЙ - elibrary.ru
Методы расчета прочности изгибаемых железобетонных элементов по наклонным
сечениям, заложенные в действующие нормативные документы, а также некоторые …
сечениям, заложенные в действующие нормативные документы, а также некоторые …