Consistent Finite-Element Response Sensitivity Analysis

Author:

Conte J. P.1,Vijalapura P. K.2,Meghella M.3

Affiliation:

1. Associate Professor, Dept. of Structural Engineering, 9500 Gilman Drive, Univ. of California at San Diego, La Jolla, CA 92093-0085.

2. Graduate Student, Univ. of California at Berkeley, Berkeley, CA 94720.

3. CESI Spa, Via Rubattino, 54, I20134 Milano, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference22 articles.

1. A design sensitivity analysis principle and its implementation into ADIANA

2. Design sensitivity analysis of non-linear structural systems part I: Theory

3. Chopra A. K. (2001). Dynamics of structures: Theory and applications to earthquake engineering 2nd Ed. Prentice-Hall Englewood Cliffs N.J.

4. Conte J. P. (2001). “Finite element response sensitivity analysis in earthquake engineering.” Earthquake engineering frontiers in the new millennium Spencer and Hu eds. Swets and Zeitlinger Lisse The Netherlands 395–401.

5. Conte J. P. and Jagannath M. K. (1995). “Seismic reliability analysis of concrete gravity dams.” A Report on Research Sponsored by the Main Italian Electricity Company (ENEL) Dept. of Civil Engineering Rice Univ. Houston.

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