Section 19
Reliability of Elastic-Plastic Frame Structures
Article first published online: 22 DEC 2004
DOI: 10.1002/pamm.200410282
Copyright © 2004 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim
Additional Information
How to Cite
Sieniawska, R., Wysocka, A. and Zukowski, S. (2004), Reliability of Elastic-Plastic Frame Structures. Proc. Appl. Math. Mech., 4: 602–603. doi: 10.1002/pamm.200410282
Publication History
- Issue published online: 22 DEC 2004
- Article first published online: 22 DEC 2004
- Abstract
- References
- Cited By
Abstract
An effective algorithm for estimating the reliability of frame structures made of an elastic perfectly plastic material is presented. It is assumed that the structure is working in uniaxial state of stress, the material parameters and the limit values of the loads are described by random variables, all loads are acting in a static manner, the probability density functions of all random variables, which describe the structure and loads are known. As the structure reliability measure the probability of failure and corresponding reliability index are regarded. The dead (constant) load and the climatic loads are taken into account. (© 2004 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)

1617-7061/asset/2130_left.gif?v=1&s=31d9c7dbbe937e9e4955a0f5ae18213dd9a41f7b)
1617-7061/asset/cover.gif?v=1&s=79b6ccfe3470758033c99b476335ce58b5a38819)