TY - JOUR
N2 - In the paper, the Hasofer-Lind index is applied for determining the probability of stability loss oftruss structure under random load. In 1974 Hasofer-Lind proposed a modified reliability index thatdid not exhibit the invariance problem. The “correction” is the evaluation the limit state functionat a point known as the “design point”, instead of the mean values. The design point is generallynot known a priori, an iteration technique must be used to find out the reliability index. The papershows how the reliability index changes under the influence of different variables mean value,standard deviation, and probability density function.
L1 - http://journals.pan.pl/Content/83716/mainfile.pdf
L2 - http://journals.pan.pl/Content/83716
PY - 2010
IS - No 2
EP - 155-172
KW - probability density function
KW - reliability index
KW - design point
KW - stability loss
KW - node snapping
A1 - Radoń, U.
PB - WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES
SP - 155-172
T1 - Analysis of Reliability and Stability of Bar Structures
DA - 30.06.2010
UR - http://journals.pan.pl/dlibra/publication/edition/83716
T2 - Archives of Civil Engineering
ER -