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Seismic vulnerability assessment of health facilities in Mexico City, Mexico

机译:墨西哥墨西哥城医疗机构的地震易损性评估

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We developed a model to estimate the seismic vulnerability of health facilities consisting of three phases: 1) Design of a Normative Theoretical Framework (NTF) considering structural, non-structural, functional, and social-administrative elements; 2) Identification of the vulnerability conditions of the analyzed structure by using the NTF; 3) Estimation of the level of vulnerability to seismic hazards of the health facility by comparing the measured vulnerability of the installation with the optimal theoretical indicators. This methodology was applied to three hospitals in Mexico City: Cardiology Hospital of the National Medical Center "Siglo ⅩⅪ" (CaH), the Children's Hospital "Dr. Federico Gomez" (ChH) and the "Hospital de Jesus" (JeH). Our results indicate that the JeH is the most vulnerable of the three cases of study with very high levels of vulnerability in the non-structural, social-administrative and structural elements. In the ChH, the social-administrative element was classified with moderate levels of vulnerability. In the non-structural as well as in the functional elements, this hospital has high levels of vulnerability. In the structural element only two buildings of its installations have very high levels of vulnerability. The CaH was identified with low and moderate, high, and very high in the structural, functional and socio-administrative, and non-structural elements, respectively. In general, the very high and high levels of vulnerability measured in the three hospitals: 1) In the social-administrative and functional element can be significantly reduced with the establishment of an operational emergency plan; 2) In the non-structural element is mainly due to problems related to roofs' overweight, connecting bridges among the different installations and the lack of regular maintenance; 3) In the structural element is due to the architectural shape of the buildings, type of construction, lack of maintenance and the poor technology to stand seismic shaking.
机译:我们开发了一个模型来评估卫生设施的地震脆弱性,该模型包括三个阶段:1)考虑结构,非结构,功能和社会管理要素的规范理论框架(NTF)的设计; 2)使用NTF识别分析结构的脆弱性条件; 3)通过将设备的测得的脆弱性与最佳理论指标进行比较,估算出卫生设施遭受地震危害的脆弱性水平。该方法已应用于墨西哥城的三家医院:国家医疗中心“ SigloⅩⅪ”(CaH)的心脏病医院,儿童医院“ Federico Gomez博士”(ChH)和“耶稣医院”(JeH)。我们的结果表明,在非结构性,社会行政性和结构性因素中,JeH是最易受攻击的三个案例,具有很高的脆弱性水平。在ChH中,社会管理要素被归类为中等程度的脆弱性。在非结构性和功能性方面,这家医院具有很高的脆弱性。在结构元件中,其装置中只有两座建筑物具有很高的脆弱性水平。 CaH在结构,功能和社会管理以及非结构要素方面分别被确定为低级和中级,高级和非常高。总的来说,在这三家医院所测得的高度和高度脆弱性:1)通过制定可操作的应急计划,可以显着减少社会管理和职能部门的脆弱性; 2)非结构性因素主要是由于与屋顶超重,不同设施之间的桥梁连接以及缺乏定期维护有关的问题; 3)结构要素是由于建筑物的建筑形状,建筑类型,缺乏维护以及承受地震震动的技术差所致。

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