Modeling, analysis and reliability of seismically excited structures: computational issues

M Fragiadakis, M Papadrakakis - International journal of …, 2008 - World Scientific
A critical review of the current state of the art of the computing practices adopted by the
earthquake engineering community is presented. Advanced computational tools are …

[图书][B] Force-based finite element for large displacement inelastic analysis of frames

RM De Souza - 2000 - search.proquest.com
INFORMATION TO USERS Page 1 INFORMATION TO USERS This manuscript has been
reproduced from the microfilm master. UMI films the text directly from the original or copy …

On materially and geometrically non-linear analysis of reinforced concrete planar frames

S Bratina, M Saje, I Planinc - International Journal of Solids and Structures, 2004 - Elsevier
A family of new beam finite elements for geometrically and materially non-linear static
analysis of reinforced concrete planar frames is derived, in which strain measures are the …

[HTML][HTML] Analytical solutions in elasto-plastic bending of beams with rectangular cross section

B Štok, M Halilovič - Applied Mathematical Modelling, 2009 - Elsevier
Deflection analysis of beams with rectangular cross section is considered under specific
loading conditions, resulting in at most quadratic bending moment distribution, and …

Fire resistance of RC columns with regard to spalling of concrete

U Bajc, JČ Kolšek, I Planinc, S Bratina - Fire Safety Journal, 2022 - Elsevier
At date a common agreement seems to be established among researchers that for a proper
prediction of fire-induced concrete spalling on structural fire resistance a fully-coupled …

A quadratically convergent algorithm for the computation of stability points: The application of the determinant of the tangent stiffness matrix

I Planinc, M Saje - Computer Methods in Applied Mechanics and …, 1999 - Elsevier
This paper presents a quadratically convergent algorithm for the computation of stability
points (limit and bifurcation points) in the finite element formulation of the problems of the …

[PDF][PDF] Non-linear fire-resistance analysis of reinforced concrete beams

S Bratina, I Planinc, M Saje, G Turk - Structural engineering and …, 2003 - academia.edu
The non-linear structural analysis of reinforced concrete beams in fire consists of three
separate steps:(i) The estimation of the rise of surrounding air temperature due to fire;(ii) the …

[PDF][PDF] Analytical integration of elasto-plastic uniaxial constitutive laws over arbitrary sections

F Marmo, L Rosati - International Journal for Numerical Methods in …, 2012 - academia.edu
We present the preliminary results of a novel approach to the state determination of
polygonal sections of arbitrary shape endowed with elasto-plastic uniaxial constitutive laws …

Geometrically exact elastoplastic rods: determination of yield surface in terms of stress resultants

L Herrnböck, A Kumar, P Steinmann - Computational Mechanics, 2021 - Springer
This work addresses the determination of yield surfaces for geometrically exact elastoplastic
rods. Use is made of a formulation where the rod is subjected to an uniform strain field along …

Analytical integration of cross section properties for numerical analysis of reinforced concrete, steel and composite frames

JBM Sousa Jr, CFDG Muniz - Engineering Structures, 2007 - Elsevier
This paper presents a procedure for numerical analysis of steel, reinforced concrete or
composite cross section of arbitrary polygonal shape, based on analytical evaluation of …