Energy and Seismic Rehabilitation of RC Buildings through an Integrated Approach: An Application Case Study

A. D’Angola, V. Manfredi, A. Masi, M. Mecca
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引用次数: 3

Abstract

The high number of existing buildings in Italy without adequate seismic and thermal performances requires the definition of integrated retrofitting techniques in order to improve the seismic performance and to reduce energy losses at the same time. On one hand, an integrated approach appears mandatory considering that improving only the energy efficiency of nonseismic buildings leads to an increase of their exposure and, therefore, of their risk in the case of seismic events. On the other hand, seismic strengthening without an adequate thermal assessment and rehabilitation could compromise living comfort and energy maintenance costs. In this context, an application of integrated approach for the rehabilitation of reinforced concrete (RC) existing buildings has been proposed referring to a case study representative of the Italian building stock. Different configurations of infill panels have been considered in order to analyze both energy and seismic performance. Monthly quasi-steady state and hourly dynamic models have been used for the calculation of the energy need of buildings located in different Italian climate and seismic zones. Seismic performances have been evaluated by means of incremental nonlinear dynamic analysis (IDA). As-built and post-retrofit performances have been compared in order to evaluate the effectiveness of the proposed intervention solutions.
钢筋混凝土建筑的能源和地震修复的综合方法:应用案例研究
意大利大量的现有建筑没有足够的抗震和热性能,需要定义综合改造技术,以提高抗震性能,同时减少能源损失。一方面,考虑到仅提高非抗震建筑的能源效率会导致其暴露程度的增加,因此,在地震事件的情况下,它们的风险增加,综合方法似乎是强制性的。另一方面,如果没有适当的热评估和修复,抗震加固可能会损害生活舒适度和能源维护成本。在此背景下,参考意大利建筑存量代表的案例研究,提出了一种应用综合方法修复钢筋混凝土(RC)现有建筑的方法。为了分析能量和抗震性能,考虑了不同结构的填充板。每月准稳态和每小时动态模型已被用于计算位于意大利不同气候和地震带的建筑物的能源需求。采用增量非线性动力分析(IDA)方法对结构的抗震性能进行了评价。为了评估所提出的干预方案的有效性,对建成和改造后的性能进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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