A mass penalty technique to control the critical time increment in explicit dynamic finite element analyses-Reference-Cited by-同舟云学术

A mass penalty technique to control the critical time increment in explicit dynamic finite element analyses

Published:1995-10 Issue:10 Volume:24 Page:1315-1331
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Macek Richard W.,Aubert Brian H.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference7 articles.

1. and , Numerical Methods in Finite Element Analysis, Prentice-Hall, Englewood Cliffs, NJ, 1976.

2. ‘Computation of seismic response from higher frequency modes’, ASME Paper 80-C2/PVP-50, 1980.

3. On the Number of Modes Necessary for Accurate Response and Resulting Forces in Dynamic Analyses

4. and , ‘Use of the modal superposition technique for piping system blowdown analysis’, ASME Paper 83-PVP-38, 1983.

5. and , ‘PRONTO 3D, a three-dimensional transient solid dynamics program’, Sandia Report No. SAND87–1912, Sandia National Laboratories, Albuquerque, New Mexico, 1989.

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