ON THE RESPONSE OF SHALLOW THIN SHELLS TO RANDOM EXCITATIONS.
CALIFORNIA UNIV SAN DIEGO LA JOLLA DEPT OF THE AEROSPACE AND MECHANICAL ENGINEERING SCIENCES
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Statistical parameters of the displacement field of a linearly elastic shell are formulated in terms of the corresponding parameters of the loads. The example of a circular, cylindrical panel is considered, and for the simply supported case the second order correlation function of the radial displacement under a purely random pressure is worked out in detail. Several interesting features of the response are discussed. Author
- Structural Engineering and Building Technology