A new formulation for arch structures. Application to optimization problems

Véronique Lods

ESAIM: Mathematical Modelling and Numerical Analysis - Modélisation Mathématique et Analyse Numérique (1994)

  • Volume: 28, Issue: 7, page 873-901
  • ISSN: 0764-583X

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Lods, Véronique. "A new formulation for arch structures. Application to optimization problems." ESAIM: Mathematical Modelling and Numerical Analysis - Modélisation Mathématique et Analyse Numérique 28.7 (1994): 873-901. <http://eudml.org/doc/193763>.

@article{Lods1994,
author = {Lods, Véronique},
journal = {ESAIM: Mathematical Modelling and Numerical Analysis - Modélisation Mathématique et Analyse Numérique},
keywords = {Budiansky-Sander's model; descent directions; mixed formulation},
language = {eng},
number = {7},
pages = {873-901},
publisher = {Dunod},
title = {A new formulation for arch structures. Application to optimization problems},
url = {http://eudml.org/doc/193763},
volume = {28},
year = {1994},
}

TY - JOUR
AU - Lods, Véronique
TI - A new formulation for arch structures. Application to optimization problems
JO - ESAIM: Mathematical Modelling and Numerical Analysis - Modélisation Mathématique et Analyse Numérique
PY - 1994
PB - Dunod
VL - 28
IS - 7
SP - 873
EP - 901
LA - eng
KW - Budiansky-Sander's model; descent directions; mixed formulation
UR - http://eudml.org/doc/193763
ER -

References

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  1. [1] R. BENEDICT, D. CHENAIS, B. ROUSSELET, 1988, Design sensitivity for archstructures, Jour. Appl. Mathand. Optim. Zbl0631.49015
  2. [2] M. BERNADOU, Y. DUCATEL, 1982, Approximation of general arch problems by straight beam elements, Num. Math. 40, 1-29. Zbl0508.73069MR681808
  3. [3] F. BREZZI, 1974, On the existence, uniqueness and approximation of saddle point problems arising from lagrangran multipliers, RAIRO, Anal. Numer., 2, 129-151. Zbl0338.90047MR365287
  4. [4] P. CIARLET, 1980; The finite element method for elliptic problems, North Holland, Amsterdam. Zbl0511.65078MR520174
  5. [5] P. DESTUYNDER, M. SALAUN, 1989, A mixed formulation for a general shell model, Internal report of the laboratory of Mechanical Engineering, Ecole Centrale de Paris. Zbl0758.73028
  6. [6] A. HABBAL, 1990, Optimisation non différentiables de formes d'arches, Thèse de troisième cycle, Université de Nice-Sophia-Antipohs. 
  7. [7] V. LODS, 1991, Gradient discret et gradient continu discrétisé en contrôle optimal à paramètres distribués, Thèse de troisième cycle, Université de Nice-Sophia-Antipolis. 
  8. [8] S. MORIANO, 1988, Optimisation de formes de coques, Thèse de troisième cycle, Université de Nice. 
  9. [9] B. ROUSSELET, 1982, Note on design differentiability of the static response of elastic structures, J. Structural Mech., 10, 353-358. MR689822

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