加拿大钢筋混凝土建筑抗震设计规范的制定

S. M. Uzumeri
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引用次数: 0

摘要

本文总结了加拿大国家建筑规范(NBCC 1990)自1977年版以来抗震设计条款的发展和变化,并讨论了加拿大标准协会标准《建筑混凝土结构设计》(CAN3-A23.3)抗震设计条款的变化。本文概述了加拿大规范的抗震设计理念,讨论了分区图的变化、静力设计程序和力修正因素的引入。本文还讨论了加拿大钢筋混凝土规范的变化,特别是延性墙部分的变化,荷载组合因素的变化,以及包含详细要求的混凝土规范部分与NBCC部分在确定设计地震力方面的明确联系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development of Canadian Seismic-Resistant Design Code for Reinforced Concrete Buildings
This paper summarizes the developments and changes to the seismic design provisions of the National Building Code of Canada (NBCC 1990) since its 1977 edition and discusses the changes to the seismic design provisions of the Canadian Standards Association Standard, Design of Concrete Structures for Buildings (CAN3-A23.3). The paper outlines the philosophy of seismic-resistant design of the Canadian code, discusses the changes to the zoning maps, static design procedures, and the introduction of the force modification factors. The paper also deals with the changes to the Canadian reinforced concrete code and especially with the section on ductile walls, changes to load combination factors, and the explicit links between the concrete code sections containing the detailing requirements and the NBCC sections on determination of the design seismic forces.
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