Performance objectives for non-structural elements

Helen Ferner, R. Jury, A. King, M. Wemyss, A. Baird
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引用次数: 4

Abstract

The recent earthquakes in New Zealand have raised awareness of the seismic vulnerability of non-structural elements and the costly consequences when non-structural elements perform poorly. Impacts on business continuity due to the damage of non-structural elements has been identified as a major cost and disruption issue in recent earthquakes in New Zealand, as well as worldwide. Clearly improvements in performance of non-structural elements under earthquake loads will yield benefits to society. This paper explores the intended and expected performance objectives for non-structural elements. Possible historic differences in performance objective expectations for non-structural elements between building services engineers, fire engineers and structural engineers are discussed. Wider construction industry expectations are explored along with our experience of client and regulatory authority views. The paper discusses the application and interpretation of the New Zealand earthquake loadings Standard NZS1170.5:2004 for the design of non-structural elements including possible differences in interpretation between building services, structural and fire engineers leading to confusion around the expected performance of non-structural elements under different limit states. It is based on the experience of several of the authors as members of the Standards committee for NZS1170.5:2004. The paper concludes by discussing changes to NZS1170.5:2004 the authors have proposed as members of the NZS1170.5 Standards committee to clarify and address the identified issues. These changes clarify the classification of parts, requirements for consideration earthquake imposed deformations, parts supported on ledges, potential falling of parts, the combination of fire and earthquake loads, and the requirement for parts to be designed for both serviceability and ultimate limit states along with the effective introduction of a serviceability limit state for parts for occupational continuity.
非结构元素的性能目标
最近在新西兰发生的地震提高了人们对非结构构件的地震脆弱性的认识,以及当非结构构件表现不佳时的代价高昂的后果。在新西兰以及世界各地最近发生的地震中,由于非结构部件的损坏对业务连续性的影响已被确定为主要的成本和中断问题。显然,非结构构件在地震荷载下的性能改进将为社会带来好处。本文探讨了非结构元素的预期和预期性能目标。讨论了建筑设备工程师、消防工程师和结构工程师之间在非结构要素的客观期望方面可能存在的历史差异。结合我们的客户经验和监管机构的观点,探讨了更广泛的建筑行业期望。本文讨论了新西兰地震荷载标准NZS1170.5:2004在非结构构件设计中的应用和解释,包括建筑服务、结构和消防工程师之间可能存在的解释差异,导致对不同极限状态下非结构构件的预期性能的混淆。它基于几位作为NZS1170.5:2004标准委员会成员的作者的经验。本文最后讨论了作为NZS1170.5标准委员会成员提出的对NZS1170.5:2004的修改,以澄清和解决已确定的问题。这些变化澄清了零件的分类,考虑地震施加的变形的要求,支撑在壁架上的零件,零件的潜在掉落,火灾和地震载荷的组合,以及零件设计的可使用性和最终极限状态的要求,同时有效地引入了用于职业连续性的零件的可使用性极限状态。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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