哥伦比亚钢筋混凝土学校的结构特点与非钢筋砌体

Ana Beatriz Acevedo, F. N. Z. Mejía
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引用次数: 0

摘要

区域建筑物的地震易损性评估是区域地震风险评估的关键问题。学校是一个重要的建筑类别,因为他们聚集了大量的人,他们对社会发展很重要,他们可以在紧急情况下用作避难所。本文对麦德林、伊塔圭和萨巴内塔(哥伦比亚)28所学校的77栋建筑的特点进行了评估。每座建筑都是用砖石填充的钢筋混凝土框架。分析的参数包括楼层数、建筑高度、地面面积、高度和平面不规则性、短柱的存在、墙体材料、柱和墙的尺寸、土壤类型、设计的横向荷载、维护水平、建造年份以及损坏或改造干预的存在。对学校特征的分析提供了有用的信息,可用于估计这类建筑的脆弱性,以及进行地震风险评估。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Características estructurales de escuelas colombianas de hormigón reforzado con mampostería no reforzada
Assessment of the seismic vulnerability of the building stock of a region is a key issue for its seismic risk evaluation. Schools are an important building class as they gather a high number of people, they are important for the social development and they could be used as shelters after an emergency. This paper presents an assessment of the characteristics of 77 buildings from 28 schools of Medellin, Itagui and Sabaneta (Colombia). Each building is a reinforced concrete frame with masonry infill. Analyzed parameters include the number of stories, building height, ground floor area, height and plan irregularity, presence of short columns, walls materials, columns and walls dimensions, soil type, designed lateral load, level of maintenance, year of construction and presence of damage or retrofit intervention. The analysis of the schools characteristics represents useful information that could be used for the estimation of the vulnerability of this building class, as well as for its seismic risk assessment.
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