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The 2005 American steel structures design code

机译:2005年美国钢结构设计规范

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The American Institute of Steel Construction was founded in 1921 and issued the first US structural steel design code in 1923. It was 10 pages long and based on the principles of allowable stress design (ASD). The ASD code was subsequently published in various editions, through the ninth in 1989. No substantive changes have been made to this document since the eighth edition (1978). Limit state design, or Load and Resistance Factor Design (LRFD) as it is called in the United States, was officially introduced by the first (1986) edition of the LRFD Specification. It was based on extensive research and development carried out over 15 years. This code has since been revised twice; the current version is the third edition (1999). The presence of two design codes has created difficulties for US designers and industry. The AISC Committee on Specifications therefore undertook to develop a single, unified structural steel design code, which has just been approved (April 13, 2005). The paper describes the key concepts of the new code, including the use of nominal strength criteria in combination with appropriate measures of reliability. Among many other developments, significant additions have been made in the requirements for stability and bracing design for framing systems, including novel methods using inelastic criteria.
机译:美国钢结构学会成立于1921年,并于1923年发布了第一部美国结构钢设计规范。该规范长达10页,基于允许应力设计(ASD)原则。 ASD代码随后在1989年的第九版中以各种版本发布。自第八版(1978)以来,此文档未进行任何实质性更改。极限状态设计,或在美国称为“负载和阻力因数设计(LRFD)”,是LRFD规范的第一版(1986)正式引入的。它基于15年来的广泛研究和开发。此后,该代码已被修订两次;当前版本是第三版(1999年)。两种设计规范的存在给美国设计师和行业带来了困难。因此,AISC规范委员会着手制定一个统一的结构钢设计规范,该规范刚刚获得批准(2005年4月13日)。本文描述了新规范的关键概念,包括使用名义强度标准以及适当的可靠性度量。在许多其他发展中,对框架系统的稳定性和支撑设计的要求进行了重大添加,包括使用非弹性准则的新颖方法。

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