遗产价值评估方法——在布拉格历史钢桥中的应用

Q4 Engineering
Sophie Eberhardt, M. Pospisil, P. Ryjáček, M. Sýkora
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引用次数: 1

摘要

遗产结构的调查、可靠性评估和适当干预措施的后续设计是建筑师、土木工程师和遗产保护专家之间需要加强多学科合作的学科。包括目视检查、测量和测试在内的调查为可靠性评估提供了重要信息。在遗产结构的调查中,通常首选非破坏性或小破坏性测试。然而,为结构干预决策提供关键信息的可靠性评估可能需要更详细的见解,而这些见解可能只能通过破坏性试验获得。这就是为什么过度限制保护遗产价值的调查信息不完整可能导致不精确的可靠性评估和对结构干预的次优决策。因此,这种干预可能会导致原本可以避免的遗产价值的丧失。为了给实际应用提供指导,提交的作品对可能与建筑物或桥梁有关的遗产价值部分进行了分析。该方法的基础最近被列入捷克现有结构评估标准。然后讨论了每个部分对各种结构调查方法的侵入性的敏感性,并考虑了输入可靠性评估的潜在需要。所提出的框架应用于位于联合国教科文组织遗址-布拉格历史中心的一座历史性钢桥的案例研究。该贡献表明,遗产保护专家和建筑师对遗产价值的分割通常有助于确定结构调查的最佳策略,为遗产结构的详细可靠性评估提供足够的信息。该案例研究为今后在实践中有效的操作使用提供了一个进一步发展和完善的基准。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Heritage value assessment method – Application to historic steel bridgein prague
Survey of heritage structures, reliability assessment and subsequent design of appropriate interventions are disciplines where intensive multidisciplinary cooperation between architects, civil engineers and heritage preservation specialists is necessary. Surveys including visual inspections, measurements and tests provide vital information for reliability assessment. Non-destructive or minor-destructive tests are generally preferred in surveys of heritage structures. However, reliability assessments providing key information for decisions on structural interventions may require more detailed insights that may only be obtained by destructive tests. This is why incomplete information from a survey overly restricted to protect heritage values may lead to imprecise reliability assessment and to suboptimal decisions on structural interventions. As a consequence, such interventions may then lead to a loss of heritage value that might have been avoided. To provide guidance for practical applications, the submitted contribution presents an analysis of segments of heritage value that may be associated with buildings or bridges. Basis of the method was recently included into the Czech standard on assessment of existing structures. Sensitivity of each segment to the invasiveness of various methods of structural surveys is then discussed, considering also the potential need for input of reliability assessment. The presented framework is applied in the case study of a historic steel bridge located in the UNESCO site – historic centre of Prague. The contribution demonstrates that the segmentation of a heritage value by heritage preservation specialists and architects often helps to identify an optimal strategy for structural survey that provides sufficient information for detailed reliability assessment of the heritage structure. The case study presents a benchmark to be further developed and refined for its effective operational use in practice in the future.
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来源期刊
CiteScore
1.10
自引率
0.00%
发文量
24
审稿时长
33 weeks
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