首页> 外文会议>Structural Engineers Association of California(SEAOC) Convention; 20070926-29; Sqraw Creek,CA(US) >Seismic Qualification, Fragility Testing, and Evaluation of Suspended Ceilings
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Seismic Qualification, Fragility Testing, and Evaluation of Suspended Ceilings

机译:吊顶的抗震鉴定,脆性测试和评估

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Past earthquakes have demonstrated the vulnerability of nonstructural components to seismic events. In the previous editions of the building codes, little emphasis was placed on nonstructural components, partly because these components are not easily analyzed, if at all, and partly because of the lack of familiarity by practicing structural engineers with prefabricated systems usually designed by other engineering professionals. However, due to their higher cost and effect on loss of operation, these components are often critical to a building's overall seismic performance. With the advent of performance-based earthquake engineering and the publication of FEMA 356, seismic performance guidelines for nonstructural elements have been established. The new edition of the building code, IBC 2006, explicitly addresses these components. In lieu of analysis, evaluation by means of earthquake simulator testing is now allowed. However, specific test and acceptance guidelines are still evolving. One of the critical nonstructural components that could experience major damage during earthquakes and cause potential life safety hazards is the suspended ceiling. Industry standards were developed in the 1980's, in part based on the test results from a set of earthquake simulation tests. Empirical reconnaissance data from recent earthquakes were then used to advance these standards. However, no vigorous evaluation of the suspended ceilings had been performed, nor the critical parts or modes of failure of these units had been identified. Representatives from the suspended ceiling industry, academia, and structural engineering profession have collaborated to address these issues. Additionally, the partnership undertook the following: 1) to evaluate the current test methodologies and correlate the test data with past seismic performance, 2) to prepare test-derived fragility data and relate to the standards, 3) to prepare recommendations for improvements to the current test methodology and acceptance procedure, and 4) to identify areas of future research and investigations. Preliminary findings from this joint effort are presented in this paper.
机译:过去的地震表明,非结构性组件易受地震影响。在以前版本的建筑规范中,很少强调非结构性组件,部分原因是这些组件不易分析(如果有的话),部分原因是结构工程师对通常由其他工程设计的预制系统不熟悉,专业人士。但是,由于它们的成本较高以及对运行损失的影响,这些组件通常对于建筑物的整体抗震性能至关重要。随着基于性能的地震工程的出现以及FEMA 356的发布,非结构性元素的抗震性能准则已经建立。新版本的建筑规范IBC 2006明确解决了这些组件。代替分析,现在允许通过地震模拟器测试进行评估。但是,具体的测试和验收指南仍在发展中。悬吊天花板是在地震中可能会遭受重大破坏并造成潜在生命安全危害的关键非结构部件之一。行业标准是在1980年代制定的,部分基于一系列地震模拟测试的测试结果。然后使用来自最近地震的经验侦察数据来推进这些标准。但是,没有对吊顶进行任何有力的评估,也没有发现这些单元的关键部件或失效模式。吊顶行业,学术界和结构工程专业的代表合作解决了这些问题。此外,合作伙伴还进行了以下工作:1)评估当前的测试方法,并将测试数据与过去的地震性能关联; 2)准备测试衍生的脆性数据并与标准相关; 3)提出改进建议。当前的测试方法和验收程序,以及4)确定未来研究和调查的领域。本文介绍了这项共同努力的初步发现。

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