不同减灾技术下互联网数据中心建筑的抗震能力

Qingxue Shang , Haopeng Zuo , Lihang Wen , Zhen Li , Guoliang Sun , Peng Pan , Tao Wang
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引用次数: 3

摘要

互联网数据中心建筑对于维护地震后电信网络的功能具有重要意义。在地震期间保持互联网数据中心建筑物的功能或在地震后立即恢复至关重要,这被称为地震弹性。本文首先介绍了基于中国规范GB/T 38591-2020的抗震弹性评估框架。在弹性评估框架中考虑了结构构件和非结构构件的地震破坏和震后修复。提出了一种基于构件损伤状态和功能损失的震后功能损失量化方法。子系统级和系统级的功能损失可以通过集成原理得到。通过对一个典型的互联网数据中心建筑进行抗震评估,验证了该方法的有效性。为了提高结构的抗震水平,采用了屈曲约束支撑耗能技术和铅橡胶支座基础隔震技术。对地震回弹进行了量化,并根据评价结果绘制了不同烈度下的地震回弹曲线。
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Seismic resilience of internet data center building with different disaster mitigation techniques

Internet data center buildings have great importance for maintaining the post-earthquake functionality of telecommunication networks. It is essential to maintain the functionality of internet data center buildings during earthquakes or recover immediately after earthquakes, which is referred to as seismic resilience. In this study, a seismic resilience assessment framework based on the Chinese code GB/T 38591-2020 is introduced first. The seismic damage and post-earthquake repair of both structural components and non-structural components are considered in the resilience assessment framework. A method for post-earthquake functionality loss quantification is proposed based on damage state and functionality loss of component. The subsystem level and system level functionality loss can be obtained by an integration principle. The seismic resilience of a typical internet data center building was evaluated to demonstrate the effectiveness of the proposed method. To enhance the seismic resilience level, different disaster mitigation techniques including the energy dissipation technology using buckling restrained braces and the base-isolation technology using lead-rubber bearings are adopted. The seismic resilience is quantified and the corresponding seismic resilience curves under different earthquake intensities are developed based on evaluation results.

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