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68 Robert L. Taylor, Eugenio Oñate ˜ and Pere-Andreu Ubach<br />

12. Bischoff M, Ramm E (2000) On the physical significance of higher order kinematic<br />

and static variables in a three-dimensional shell formulation. International<br />

Journal of Solids and Structures 37:6933–60<br />

13. Bletzinger K-U, Bischoff M, Ramm E (2000) A unified approach for shearlocking-free<br />

triangular and rectangular shell finite elements. Computers and<br />

Structures 75:321–34<br />

14. Schweizerhof K, Ramm E (1984) Displacement dependent pressure loads in<br />

non-linear finite element analysis. Computers and Structures 18(6):1099–1114<br />

15. Simo JC, Taylor RL, Wriggers P (1991) A note on finite element implementation<br />

of pressure boundary loading. Communications in Applied Numerical Methods<br />

7:513–525<br />

16. Newmark N (1959) A method of computation for structural dynamics. Journal<br />

of the Engineering Mechanics Division 85:67–94.<br />

17. Zienkiewicz OC, Taylor RL (2000) The Finite Element Method: The Basis.<br />

Volume 1, Butterworth-Heinemann, Oxford, 5th edition<br />

18. Taylor RL FEAP - A Finite Element Analysis Program, Programmer Manual.<br />

University of California, Berkeley, http://www.ce.berkeley.edu/ ˜ rlt

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