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CRITICAL COMMENTS ON EUROCODE 8SECTIONS 3 AND 4, DRAFT No.1 / MAY 2000

机译:关于欧洲法规8、3和4的重要评论,第1号草案/ 2000年5月

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After several years of promotional application of Eurocode EC8, some critical remarks concerningspecific provisions seem to be useful and necessary in order to support its further improvementand probable conversion into an European Standard. The remarks of this paperrelate to Sections 3 and 4 of Draft No1 of prEN 1998-1/May 2000, and cover a variety of topicssuch as : Damping correction factor in the design response spectrum, criteria for regularityin plan, modeling of structures, simplified modal and multi-modal response spectrum analysis,orientation of seismic excitation, combination of the seismic action effects and P-Δ-effects. The comments mainly concern application rules as well as fundamental principles andshow the necessity of revising a series of provisions in order to either correct their formulationor update them on the basis of recent research results. To serve this purpose, every commentis accompanied by the correspondent corrective authors' proposal. The proposals takeinto account all currently known scientific research results as well as the modern calculationtools and analysis software available in today's engineering practice.
机译:经过多年的Eurocode EC8促销应用,一些有关以下方面的重要评论 为了支持其进一步改进,特定的规定似乎是有用且必要的 并可能转换为欧洲标准。本文论点 与prEN 1998-1 / 2000年5月的No.1草案的第3节和第4节有关,涵盖了多个主题 例如:设计响应频谱中的阻尼校正因子,规律性标准 在计划中,结构建模,简化的模态和多模态响应谱分析, 地震激励的方向,地震作用效应和P-Δ-的组合 效果。意见主要涉及申请规则以及基本原则和 表明有必要修改一系列规定以纠正其规定 或根据最近的研究结果对其进行更新。为了达到这个目的,每条评论 附有通讯矫正作者的建议。提议采​​取 考虑到所有当前已知的科学研究结果以及现代计算 当今工程实践中可用的工具和分析软件。

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