期刊
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
卷 89, 期 -, 页码 1-8出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.jcsr.2013.05.014
关键词
Advanced analysis; Nonlinear frame analysis; Probability-based design; Scaffold; Steel structures; Structural reliability
资金
- Australian Research Council under Discovery Project Grant [DP110104263]
Second-order inelastic analysis (advanced analysis) is a new paradigm in structural steel design. This paper examines the provisions for design by advanced analysis in the Australian Steel Standard (AS4100), and the AISC Specification (AISC 360-10). The Australian Standard AS4100 uses a reduced section yield surface to incorporate resistance factors, while AISC 360 requires that the strength and stiffness of all members and connections are reduced by a factor of 0.9 to account for the uncertainties in member strength and stiffness. Another way to incorporate the resistance factor in advanced analysis is to use a system resistance factor for the frame strength. This paper presents a case study for the design of a typical semi-rigid steel scaffold structure using these three different design-by-advanced analysis methods. The paper also discusses the challenges and research needs for developing a system-based design methodology using advanced analysis. Crown Copyright (C) 2013 Published by Elsevier Ltd. All rights reserved.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据