从API 650设计程序获得的钢储厚度的评估,通过非线性动态分析,考虑大变形效应
Sobhan Fallah Daryavarsari1,2, Roberto Nascimbene2
1Department DICAr, University of Pavia, 27100 Pavia, Italy.
Materials (Basel, Switzerland)
|January 11, 2025
概括
由于API 650钢储的设计不足以满足地震要求. 非线性动态分析对于准确的抗震能力至关重要,特别是在高风险地区.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 机械工程 机械工程
背景情况:
- 钢储是石油和天然气行业的关键基础设施.
- 像API 650这样的当前设计代码可能无法完全捕捉地震漏洞.
- 评估地震性能对于确保运营完整性至关重要.
研究的目的:
- 评估API 650设计程序在地震负荷下钢储的适当性.
- 通过非线性动态分析,研究储的地震脆弱性.
- 为了确定最佳的水箱厚度,以提高抗震能力.
主要方法:
- 具有较大的变形效应的非线性动态分析.
- 在意大利那不勒斯的储的案例研究,在特定地点的地震条件下.
- 使用SAP2000进行非线性时间历史模拟,具有目标频谱和20个地震记录.
主要成果:
- API 650线性光谱分析低估了地震需求,导致水箱厚度不足.
- 通过试错过程来确定最佳厚度,以确保令人满意的性能.
- 在高度与半径 (H/R) 比率较低的水箱中观察到大象脚曲.
结论:
- 在API 650中的线性光谱分析对于现实的地震场景是不够的.
- 非线性时间历史分析对于储的精确地震设计至关重要.
- 整合非线性分析可以提高高风险地区的抗震能力.
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