Collapse and allowable displacements in the context of reliability analysis of nonlinear structures

被引：0

作者：

Torii, Andre J. ^{[1
]}

Lopez, Rafael H. ^{[2
]}

Miguel, Leandro F. F. ^{[2
]}

da Silva, Renan G. ^{[1
]}

机构：

[1] Univ Fed Paraiba, Grad Program Civil & Environm Engn, Cidade Univ, BR-58051900 Joao Pessoa, PB, Brazil

[2] Univ Fed Santa Catarina, CORE, Dept Civil Engn, Rua Joao Pio Duarte,S-N, BR-88034000 Florianopolis, SC, Brazil

来源：

JOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING | 2017年 / 39卷 / 03期

关键词：

Reliability analysis; Structural reliability; Nonlinear; Collapse; Displacement; DESIGN SENSITIVITY-ANALYSIS; REINFORCED-CONCRETE STRUCTURES; FULL CHARACTERIZATION METHOD; ARTIFICIAL NEURAL-NETWORKS; RESPONSE-SURFACE; FINITE-ELEMENT; OPTIMIZATION; FORM;

D O I：

10.1007/s40430-016-0571-1

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

In this work, we study the relation between collapse and allowable displacements in the context of reliability analysis of nonlinear structures. We show that the probability of failure according to some finite allowable displacement is an upper bound for the probability of collapse. Consequently, it is possible to obtain safe estimates for the reliability according to collapse considering only allowable displacements limit state functions. This idea can be particularly useful in cases where it is computationally efficient to work with allowable displacements. The results are also important from the conceptual point of view. Three numerical examples are presented to illustrate the developed concepts.

引用

页码：1045 / 1051

页数：7

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