A Simple Third-Moment Method for Structural Reliability(Building Structures and Materials)
スポンサーリンク
概要
- 論文の詳細を見る
The objectives of the present paper are to investigate the applicable range of the third-moment method for structural reliability and to suggest a simple third-moment method for practical application in engineering. The applicable range of the second-moment method is also given. The applicable range of the third-moment method is obtained through investigation of the differences among several third-moment methods. Within the applicable range, it is found that the simple reliability index has a good agreement with the original one, and it is therefore suggested as a simple third-moment reliability index. Since only the first three central moments of the performance functions are used, and since it is unnecessary to know the probability distribution of the basic random variables, the present method should be practical in engineering. In order to investigate the efficiency of the proposed method, several examples are examined under different conditions.
- 社団法人日本建築学会の論文
- 2006-05-15
著者
-
Zhao Yan‐gang
神奈川大
-
Lu Zhao‐hui
Jsps
-
Lu Zhao-hui
Nagoya Institute Of Technology
-
Zhao Yan-gang
Nagoya Institute Of Technology Dept. Of Scientific And Engineering Simulation
-
Ono Tetsuro
Nagoya Institute of Technology
-
Zhao Yan-gang
Nagoya Institute Of Technology
関連論文
- Estimating Load and Resistance Factors without Using Distributions of Random Variables(Building Structures and Materials)
- A Simple Third-Moment Method for Structural Reliability(Building Structures and Materials)
- Applicable Range of the Fourth-Moment Method for Structural Reliability(Building Structures and Materials)
- Monte Carlo Simulation Using Moments of Random Variables
- 211 The Effect of the Configuration of the Frame on Column Overdesign Factor