Study on Multi-Index Evaluation Technology of Seismic Performance of Green Ecological Building Structure

Lei Zhang, Xin-Yi Huang, Hui Sun
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Abstract

Traditional evaluation methods based on static elastic-plastic analysis usually produce results with low fitting degree compared with actual data. In this paper, a new seismic performance evaluation method is proposed. Firstly, several evaluation indexes of green ecological building structure are calculated. Subsequently, a cumulative damage model is established based on fatigue life curve and Miner criterion, which allows to determine the total dissipated strain energy and damage index. In order to verify the effectiveness of this method, it is compared with the traditional static elastic-plastic analysis method through experimental tests. The results show that compared with the traditional method of 50% to 60%, the proposed method achieves a significantly higher fitting degree with the actual data, ranging from 70% to 92%. This emphasizes the superiority and reliability of the proposed method in evaluating the seismic performance of green ecological building structures, and provides insights for safer and more flexible building practices.
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绿色生态建筑结构抗震性能多指标评价技术研究
基于静态弹塑性分析的传统评估方法得出的结果通常与实际数据拟合度较低。本文提出了一种新的抗震性能评价方法。首先,计算了绿色生态建筑结构的几项评价指标。然后,根据疲劳寿命曲线和 Miner 准则建立累积损伤模型,从而确定总耗散应变能和损伤指数。为了验证该方法的有效性,通过实验测试将其与传统的静态弹塑性分析方法进行了比较。结果表明,与传统方法的 50% 至 60% 的拟合度相比,所提出的方法与实际数据的拟合度显著提高,达到 70% 至 92%。这强调了所提方法在评估绿色生态建筑结构抗震性能方面的优越性和可靠性,并为更安全、更灵活的建筑实践提供了启示。
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