Phương pháp phần tử hữu hạn trong nghiên cứu độ tin cậy của khung thép vát liên kết nửa cứng chịu tải trọng gió-Reference-Cited by-同舟云学术

Phương pháp phần tử hữu hạn trong nghiên cứu độ tin cậy của khung thép vát liên kết nửa cứng chịu tải trọng gió

Published:2023-11 Issue: Volume: Page:210-215
ISSN:
Container-title:Proceedings of the International Conference - Celebrating 60 Years of IBST
language:
Short-container-title:Proceedings of the International Conference - 60 Years of IBST

Author:

Phạm Trung Thành¹

Affiliation:

1. Viện Khoa học công nghệ xây dựng

Abstract

This article studies the application of the Stochastic Finite Element Method (SFEM) to analyze beveled frames with semi-rigid connections subjected to wind loads when the connection and load parameters are random quantities. The structural behavior analysis algorithm is a combination of the SFEM method and Monte-Carlo simulation. The calculation program was then used to evaluate the reliability of the semi-rigidly connected beveled steel frame subjected to wind loads.

Publisher

Vietnam Institute for Building Science and Technology

Subject

General Medicine,General Medicine,General Earth and Planetary Sciences,General Environmental Science,General Medicine

Reference12 articles.

1. Tang. X, “Shape functions of tapered beam-column elements”, Computers & structures, vol. 46, pp. 943-953, 1993.

2. Moayedian. M. & M. Rezaiee Pajand, “Explicit stiffness of tapered and monosymmetric I beam-columns”, International Journal of Engineering, vol.13, pp. 1-18, 2000.

3. Takele. S, “Computerized Analysis of Frames with Non Prismatic Members”, MSc. Thesis, University of Addis Ababa, 2002.

4. Vensko. M. J, “Lateral-torsional buckling of structures with monosymmetric cross-sections”, University of Pittsburgh, 2009.

5. Al-Fatlawi. M. S, “Free Vibration Analysis Tapered Box Grider using Grillage Analogy and Finite Element Methods”, Journal of Engineering, vol. 11, 2005.