Elastic Buckling Loads of Fixed Frames By The Newmark Method

IF 0.8 Q4 ENGINEERING, CIVIL
A. Badir
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引用次数: 0

Abstract

A numerical method for the solution of the elastic stability of fixed frames is presented. The Newmark iterative procedure to perform elastic buckling analyses for isolated columns is extended for use in computing buckling loads and buckling modes in frames with fixed columns. The method is illustrated in details by means of different cases of single-storey portal frames commonly used in commercial buildings. Compari-sons of obtained results with other well known methods show very good agreement.
用Newmark法计算固定框架的弹性屈曲荷载
提出了一种求解固定框架弹性稳定性的数值方法。本文扩展了孤立柱弹性屈曲分析的Newmark迭代程序,用于计算固定柱框架的屈曲荷载和屈曲模态。以商业建筑中常用的单层门式刚架为例,对该方法进行了详细的说明。所得结果与其他已知方法的比较表明,结果非常吻合。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Electronic Journal of Structural Engineering
Electronic Journal of Structural Engineering Engineering-Civil and Structural Engineering
CiteScore
1.10
自引率
16.70%
发文量
0
期刊介绍: The Electronic Journal of Structural Engineering (EJSE) is an international forum for the dissemination and discussion of leading edge research and practical applications in Structural Engineering. It comprises peer-reviewed technical papers, discussions and comments, and also news about conferences, workshops etc. in Structural Engineering. Original papers are invited from individuals involved in the field of structural engineering and construction. The areas of special interests include the following, but are not limited to: Analytical and design methods Bridges and High-rise Buildings Case studies and failure investigation Innovations in design and new technology New Construction Materials Performance of Structures Prefabrication Technology Repairs, Strengthening, and Maintenance Stability and Scaffolding Engineering Soil-structure interaction Standards and Codes of Practice Structural and solid mechanics Structural Safety and Reliability Testing Technologies Vibration, impact and structural dynamics Wind and earthquake engineering. EJSE is seeking original papers (research or state-of the art reviews) of the highest quality for consideration for publication. The papers will be published within 3 to 6 months. The papers are expected to make a significant contribution to the research and development activities of the academic and professional engineering community.
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