On the arc-length and other quadratic control methods: Established, less known and new implementation procedures

M Ritto-Corrêa, D Camotim - Computers & Structures, 2008 - Elsevier
The use of control methods to compute geometrically nonlinear equilibrium paths is now
well established. This paper reviews the arc-length method and other quadratic control …

[HTML][HTML] Determination of the simplified daylight glare probability (DGPs) criteria for daylit office spaces in Thailand

K Chaloeytoy, M Ichinose, SC Chien - Buildings, 2020 - mdpi.com
The increasing trend of employing glazed façades to utilize daylight in the buildings has
made it necessary to develop measures to avoid excessive sunlight penetration in such …

Structural behavior of shallow geodesic lattice domes

Y Guan, LN Virgin, D Helm - International Journal of Solids and Structures, 2018 - Elsevier
This paper describes experiments and analysis of the complete post-buckling behavior of
shallow geodesic lattice domes. Although individual members are straight, their geometric …

[HTML][HTML] Large displacement analysis of elastic pyramidal trusses

SS Ligarò, PS Valvo - International journal of solids and structures, 2006 - Elsevier
The paper examines the equilibrium stability problem for a simple class of elastic space
trusses in the shape of a regular pyramid. Joints located at the vertices of the base polygon …

Path following techniques for geometrically nonlinear structures based on Multi-point methods

A Maghami, F Shahabian, SM Hosseini - Computers & Structures, 2018 - Elsevier
The Multi-point methods are efficient and accurate techniques for solving nonlinear
equations. In this article, these methods are used to develop incremental/iterative …

[HTML][HTML] Snap-through of shallow reticulated domes under unilateral displacement control

RH Plaut - International Journal of Solids and Structures, 2018 - Elsevier
Snap-through instability of shallow reticulated (lattice) domes subjected to a quasi-static
downward displacement or force at a joint is analyzed. For the case of unilateral …

Symmetric stiffness matrices for isoparametric finite elements in nonlinear elasticity

PS Valvo - Computational Mechanics, 2025 - Springer
The article illustrates a position-based finite element formulation, which greatly simplifies the
statement of nonlinear elasticity problems. The formulation adopts as main unknowns the …

Using residual areas for geometrically nonlinear structural analysis

M Rezaiee-Pajand, R Naserian - Ocean Engineering, 2015 - Elsevier
Incremental–iterative methods are widely used for tracing the equilibrium paths of structures.
To determine the nonlinear structural response, an iteration process is required. In this …

Spatial asymmetric/symmetric buckling of Mises truss with out-of-plane lateral linear spring

WTM Silva, KQ Ribeiro - International Journal of Non-Linear Mechanics, 2021 - Elsevier
This paper deals with the equilibrium problem of the Mises truss, with out-of-plane lateral
linear spring, analyzed as a three DOF system. It is shown that, as a consequence of the …

Exact post-buckling analysis of planar and space trusses

M Rezaiee-Pajand, N Rajabzadeh-Safaei - Engineering Structures, 2020 - Elsevier
Despite the great efforts aimed at modifying nonlinear solution methods, researchers have
failed to achieve a single algorithm which can correctly trace the equilibrium path for all …