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Romanian seismic design code: benchmarking analyses with reference to international codes and research needs for future development

机译:罗马尼亚抗震设计规范:参考国际规范和未来发展研究需求的基准分析

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摘要

The paper presents conclusions from a technical benchmarking study, performed in order to analyze the performance of the provisions concerning seismic design of reinforced concrete frame structures, as specified by the Romanian seismic code (P100-1/2006). The Romanian code is analyzed with respect to the European standard EN 1998-1:2004, including its National Annex, and with the U. S. codes IBC 2009 and ACI 318 08. The benchmarking analyses were performed by designing a standard reinforced concrete structure according to each of the considered codes and by evaluating the seismic behavior of the structural designs thus obtained. Comparative assessments are made, as well as suggestions concerning potential future research directions, aimed to the improvement of the Romanian provisions in the field.
机译:本文介绍了一项技术基准研究得出的结论,该结论旨在分析罗马尼亚钢筋混凝土框架(P100-1 / 2006)所规定的钢筋混凝土框架结构抗震设计规定的性能。针对欧洲标准EN 1998-1:2004(包括其国家附录)以及美国标准IBC 2009和ACI 318 08,对罗马尼亚代码进行了分析。通过对每种标准设计一种标准的钢筋混凝土结构来进行基准分析。考虑的规范,并评估由此获得的结构设计的抗震性能。进行了比较评估,以及有关潜在的未来研究方向的建议,旨在改进罗马尼亚在该领域的规定。

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  • 年度 2011
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  • 正文语种 {"code":"en","name":"English","id":9}
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