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CANADIAN REQUIREMENTS FOR SEISMIC DESIGN OF DUCTILE STEEL STRUCTURES

机译:球墨钢结构抗震设计的加拿大要求

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摘要

The Canadian Standards Association formally approved CSA Standard S16-01 in October of 2001. This newest Canadian standard for the limit states design of steel structures continues to provide seismic requirements in its Clause 27. However, due to the significant amount of new information from research, such as the SAC project, the work in Canada on steel plate shear walls, bracing systems and connections, and that from other sources, Clause 27 underwent a complete overhaul. The basis of the new seismic requirements is capacity design principles. Clause 27 provides design and detailing requirements for eight lateral load-resisting systems over a broad range of ductile performance expectations. This paper provides an overview of these new seismic design requirements.
机译:加拿大标准协会于2001年10月正式批准了CSA标准S16-01。该最新的加拿大极限状态钢结构设计标准在其第27条中继续规定了抗震要求。但是,由于大量来自研究的新信息,例如SAC项目,加拿大在钢板剪力墙,支撑系统和连接方面的工作以及其他来源的工作,第27条进行了全面检修。新的抗震要求的基础是容量设计原则。第27章规定了在广泛的延展性能预期范围内的八个侧向抗力系统的设计和详图要求。本文概述了这些新的抗震设计要求。

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