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既有砌体结构抗震鉴定中各类计算方法使用条件的研究

Research on the Use Conditions of Various Calculation Methods in Seismic Appraisal of Existing Masonry Structures

  • 摘要: 综合抗震能力指数法的适用范围未在规范中明确说明,可能导致误用或违反《既有建筑鉴定与加固通用规范》GB 55021-2022中的强制性条款。因此,本文旨在深入研究综合抗震能力指数法的适用条件和计算要点,以提供更准确的砌体结构抗震鉴定计算策略。本文从推导公式入手,分析其理论基础和假设条件,总结综合抗震能力指数法的适用条件和计算要点。通过对不同鉴定方法的对比分析,探讨体系影响系数和局部影响系数的取值差异,并结合实际工程案例进行验证。研究发现,不同鉴定方法的体系影响系数和局部影响系数取值存在显著差异。综合抗震能力指数法的应用需考虑结构整体性、房屋高宽比限制、房屋薄弱层、扭转不规则等多重因素。在实际工程中,应结合结构整体性、高宽比、薄弱层分布和扭转不规则性等因素,合理选择鉴定方法。本文的研究成果为砌体结构抗震鉴定提供了更科学的计算策略,有助于提高抗震鉴定的准确性和可靠性。

     

    Abstract: The applicable scope of the comprehensive seismic capacity index method is not clearly specified in the codes,witch may lead to misuse or violation of the mandatory provisions in the standard GB 55023-2009 for seismic appraisal of buildings.Therefore, this paper focuses on the applicable conditions and calculation key points of the comprehensive seismic capacity index method to provide a more accurate seismic appraisal calculation strategy for masonry structures.Starting with the derivation of formulas, the applicable conditions and calculation key points of the comprehensive seismic capacity index method were summarized through the analysis of of theoretical basis and assumptions.Through the comparative analysis of different appraisal methods, the differences in the values of system influence coefficients and local influence coefficients were explored and verified with actual engineering cases.The study shows that there are significant differences in the values of system influence coefficients and local influence coefficients among different appraisal methods.In practical engineering, the appraisal method should be reasonably selected based on factors such as the structural integrity,height and width ratio of the house,weak layer of the house and irregular torsion.In practical engineering, the appraisal method should be reasonably selected based on factors the structural integrity,height and width ratio of the house,weak layer of the house and irregular torsion.This paper provide a more scientific calculation strategy for seismic appraisal of masonry structures, contributing to enhancing the accuracy and reliability of seismic appraisals.

     

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