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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 …
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
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 …
made it necessary to develop measures to avoid excessive sunlight penetration in such …
Structural behavior of shallow geodesic lattice domes
This paper describes experiments and analysis of the complete post-buckling behavior of
shallow geodesic lattice domes. Although individual members are straight, their geometric …
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 …
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
The Multi-point methods are efficient and accurate techniques for solving nonlinear
equations. In this article, these methods are used to develop incremental/iterative …
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 …
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 …
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 …
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 …
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
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 …
failed to achieve a single algorithm which can correctly trace the equilibrium path for all …