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首页> 外文期刊>Journal of structural engineering >Closure To 'structural Monitoring And Integrity Assessment Of Medieval Towers' By Alberto Carpinteri And Giuseppe Lacidogna
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Closure To 'structural Monitoring And Integrity Assessment Of Medieval Towers' By Alberto Carpinteri And Giuseppe Lacidogna

机译:Alberto Carpinteri和Giuseppe Lacidogna对“中世纪塔楼的结构监测和完整性评估”的关闭

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摘要

The main objection raised by the discusser concerns the fact that the role of analytical modeling in structural monitoring should have been completely disregarded in the paper under discussion. Actually, the issue was not disregarded, but only referred to in the paper (Carpinteri et al. 2005), which focused on reporting results from nondestructive testing and assessment.rnIn addition, the discusser proposes some considerations that are based on a numerical model. The conclusions that he achieves are not completely correct, since he bases his calculation on an oversimplified geometry. To give more precise results and to reply to the objections, some results of our numerical simulation are recalled in the following. For the sake of brevity, it is not possible to add the nonlinear simulation results (including cracking, evolving load scenarios and soil-structure interaction), which will be submitted to the journal in a separate paper.
机译:讨论者提出的主要反对意见涉及以下事实:在所讨论的论文中,应该完全忽略分析建模在结构监测中的作用。实际上,这个问题并没有被忽略,只是在论文中提到(Carpinteri et al。2005),该论文的重点是报告非破坏性测试和评估的结果。此外,讨论者还基于数值模型提出了一些考虑因素。他得出的结论并不完全正确,因为他的计算基于过分简化的几何形状。为了给出更精确的结果并回答反对意见,以下将回顾我们的数值模拟结果。为简洁起见,不可能添加非线性模拟结果(包括开裂,不断变化的载荷情景和土-结构相互作用),该结果将在另一篇论文中提交给期刊。

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