结合地震预警和结构监测降低重要设施的地震风险:一项示范研究

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Kyriazis Pitilakis, Stavroula Fotopoulou, Maria Manakou, Stella Karafagka, Christos Petridis, Dimitris Pitilakis, Dimitris Raptakis
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引用次数: 0

摘要

减轻重要设施的地震风险对欧洲和全球地震多发地区的政府、决策者、研究人员、社会和经济至关重要。本文结合基于工程的重要建筑物地震风险降低方法,通过一个具体的试验台实例,讨论了开发和实施实时风险评估方法的一些基本概念和方法。目的是证明,通过将校准的地震预警系统(EEWS)与借助精心设计的结构监测阵列评估的特定结构脆性曲线知识相结合,对目标建筑物进行实时地震风险评估是可行的。整个方法以位于塞萨洛尼基市中心的一栋教学楼为例进行说明。目标学校安装了永久性和临时性监测阵列,使用商业加速度计/测速仪站和内部开发的特殊低成本微机电系统 (MEMS)。结构健康监测(SHM)可以识别建筑物的动态特性,并最终生成特定结构的脆性函数,这些函数可能不同于通用函数。区域地震网络和安装在教学楼的本地传感器所记录的过去和当前地震事件用于校准和验证区域 EEWS,以降低误报或漏报率。改进后的特定结构脆性函数被纳入中央数据库,并被开发的实时风险评估软件用于及时预测地震破坏和损失。在三维物理数值模拟的基础上,通过重现 1978 年塞萨洛尼基 Mw 6.5 破坏性地震,有效检验了整个系统在强震事件中的性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Towards seismic risk reduction of critical facilities combining earthquake early warning and structural monitoring: a demonstration study

Towards seismic risk reduction of critical facilities combining earthquake early warning and structural monitoring: a demonstration study

Mitigating seismic risk for critical facilities is crucial for governments, decision-makers, researchers, society, and the economy in earthquake-prone regions in Europe and worldwide. The paper discusses some essential concepts and methods for developing and implementing a real-time risk assessment methodology through a specific testbed example in light of an engineering-based seismic risk reduction approach for critical buildings. The goal is to demonstrate that real-time seismic risk assessment of a target building could be feasible by combining a calibrated earthquake early warning system (EEWS) with the knowledge of structure-specific fragility curves evaluated with the aid of well-designed structural monitoring arrays. The whole approach is illustrated for a school building located in Thessaloniki city center. The target school is instrumented with permanent and temporary monitoring arrays using commercial accelerometric/velocimeter stations and special in-house developed low-cost Micro-Electro-Mechanical Systems (MEMS). Structural health monitoring (SHM) allows identifying the dynamic characteristics of the building and, finally, generate structure-specific fragility functions, which may differ from generic ones. Past and current seismic events recorded on the regional seismic network and locally on sensors installed at the school building are used for the calibration and validation of the regional EEWS in order to reduce the rate of false or missed alarms. The refined structure-specific fragility functions are incorporated into the central database and used by the developed real-time risk assessment software for the promptly prediction of seismic damages and losses. The performance of the whole system is effectively checked for a strong seismic event by reproducing the Mw 6.5, 1978 Thessaloniki destructive earthquake based on 3D physics-based numerical simulations.

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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
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