Paper Title:
Study on Random Analysis Method and its Application to Structures
  Abstract

The evaluation of the reliability of structural systems is of extreme importance in structural design, mainly when the variables are random. A method is presented to efficiently assess the random response of stochastic structures. The article uses two-level sampling method to partial fiber element. First, the homogeneous random field of concrete and rebar can be created by modified Latin-hypercube sampling. Then section discretization method is adopted to assign fiber random variables of concrete section fiber. The algorithm is then used to analyze the random response of a concrete beam, and the result proves that the method is efficient.

  Info
Periodical
Advanced Materials Research (Volumes 183-185)
Chapter
Environmental Biotechnology
Edited by
Yanguo Shi and Jinlong Zuo
Pages
734-738
DOI
10.4028/www.scientific.net/AMR.183-185.734
Citation
L. C. Zhou, Y. F. Zheng, J. H. Qiu, "Study on Random Analysis Method and its Application to Structures", Advanced Materials Research, Vols. 183-185, pp. 734-738, 2011
Online since
January 2011
Export
Price
$35.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Jun Zhao
Chapter 1: Frontiers of Building Engineering
Abstract:According to random field theory, combined with the construction of the characteristics of reinforced concrete structures, based on the...
310
Authors: Jun Zhao, Wei Wei Jia
Chapter 4: Structural Engineering
Abstract:Since accidents of reinforced concrete structure occur frequently, it is a key issue to ensure the safety and stability of structures during...
981
Authors: Hyuk Chun Noh, Dong Won Seo
Chapter 7: Computational Mechanics
Abstract:This paper deals with the evaluation of response variability of composite plates due to randomness in the Poisson’s ratio in particular for...
3352
Authors: Agnieszka Dudzik, Urszula Radoń
Chapter 1: Building Structures and Materials
Abstract:The study presents a probabilistic approach to the problems of static analysis of a steel building. Structural design parameters were defined...
11