基于欧洲规范8制定马来西亚抗震结构设计标准:挑战与建议

Standards Pub Date : 2021-12-01 DOI:10.3390/standards1020012
D. Looi, N. Lam, H. Tsang
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引用次数: 3

摘要

2017年底,经过大约13年的审议和准备,欧洲法规8 (EC8)的马来西亚国家附件(NA)发布并颁布。本文的作者旨在通过这篇文章来分享他们在制定马来西亚第一个建筑抗震设计国家标准期间的经验和思考。首先,在一个远离欧洲的国家实施已有20年历史的EC8框架存在重大挑战。第一个挑战是在低至中等地震活动性地区采用概率地震危险性评估(PSHA)方法,在这些地区,代表性地震数据的缺乏带来了很大的不确定性。为了解决这种情况,建议设置最低地震危险级别。第二个挑战是如何处理过时的EC8场地分类方案,该方案不能很好地代表土壤放大在某些地质环境中的潜在影响。为了解决这种情况,引入了另一种站点分类方案,其中站点自然周期是一个明确的建模参数。第三个挑战是关于EC8规定在预测地震危险级别超过一定阈值的某些地方详细说明延展性中等等级(DCM)的规定所产生的困难。为了解决这种情况,建议使用强度来权衡延性,或者在需要延性设计的情况下,提出了一组简化的符合代码的DCM设计。第四个挑战是如何处理EC8的要求,即在大多数执业专业人士不具备正确使用所需软件的技能的情况下,大多数建筑物的结构设计必须包括动力分析。针对这种情况,在商业软件中引入了一种广义力法来控制使用动态分析。我们希望,透过分享经验教训,未来的守则草拟者能够找到方法,以清晰的思维和务实的态度,规避众多的挑战。
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Developing Earthquake-Resistant Structural Design Standard for Malaysia Based on Eurocode 8: Challenges and Recommendations
In late 2017, the Malaysian National Annex (NA) to Eurocode 8 (EC8) was released and enacted following some 13 years of deliberations and preparations. The authors of this paper aim to use this article to share their experiences and reflections during this period of developing the first national standard for the seismic design of buildings for Malaysia. To begin with, there were major challenges in implementing the 20-year-old EC8 framework for a country so far away from Europe. The first challenge was adapting the probabilistic seismic hazard assessment (PSHA) methodology in a low-to-moderate seismicity region where the paucity of representative seismic data presented a great deal of uncertainties. To address this situation, imposing a minimum level of seismic hazard was recommended. The second challenge was about dealing with the outdated EC8 site classification scheme, which poorly represents the potential effects of soil amplification in certain geological settings. To address this situation, an alternative site classification scheme in which the site natural period is an explicit modelling parameter was introduced. The third challenge was concerned with difficulties generated by the EC8 provisions mandating Ductility Class Medium (DCM) detailing in certain localities where the level of seismic hazard is predicted to exceed a certain threshold. To address this situation, the viable option of using strength to trade off for ductility was recommended, or in cases where ductility design is needed, a simplified set of code-compliant DCM designs was presented. The fourth challenge was about handling the requirements of EC8 that the majority of buildings are to involve dynamic analysis in their structural design when the majority of practising professionals did not have the skills of exercising proper use of the requisite software. To address this situation, a generalized force method was introduced to control the use dynamic analysis in commercial software. It is hoped that, through sharing the lessons learnt, code drafters for the future would be able to find ways of circumventing the multitude of challenges with clear thinking and pragmatism.
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