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High-ductility concrete construction reinforcement method based on masonry structure reinforcement
The invention discloses a high-ductility concrete construction reinforcement method based on masonry structure reinforcement, and relates to the technical field of high-ductility concrete construction reinforcement methods. Comprising the following steps: calculating a variable parameter model; building a masonry structure reinforcement cost-effectiveness ratio model; determining evaluation indexes; performing normalization processing on the index values; performing combined weight assignment, including weight assignment based on a G1 method, weight assignment based on a COWA method, and combined weight assignment based on a G1-COWA method; and a reinforcement scheme optimization model is established through a TOPSIS method, and scheme optimization is carried out. According to the high-ductility concrete construction reinforcement method provided by the invention, the evaluation object and the ideal solution distance are ranked, so that the quality degree of the object is determined, and a better reinforcement scheme is obtained; the method is wide in application range, data distribution and the number of indexes are not strictly limited, and calculation is easy and convenient to implement.
本发明公开了一种基于砌体结构加固的高延性混凝土施工加固方法,涉及高延性混凝土施工加固方法技术领域;包括如下步骤:变参数模型计算;建立砌体结构加固效费比模型;评价指标确定;指标值归一化处理;组合权重赋值,包括基于G1法的权重赋值、基于COWA法的权重赋值、G1‑COWA法组合赋权;通过TOPSIS法建立加固方案优选模型,进行方案优选。本发明提出的高延性混凝土施工加固方法,对评价对象与理想解距离进行排序,从而确定对象的优劣程度,从而得到更好的加固方案;该方法适用范围广,对数据分布和指标数量没有严格限制,且计算简便易行。
High-ductility concrete construction reinforcement method based on masonry structure reinforcement
The invention discloses a high-ductility concrete construction reinforcement method based on masonry structure reinforcement, and relates to the technical field of high-ductility concrete construction reinforcement methods. Comprising the following steps: calculating a variable parameter model; building a masonry structure reinforcement cost-effectiveness ratio model; determining evaluation indexes; performing normalization processing on the index values; performing combined weight assignment, including weight assignment based on a G1 method, weight assignment based on a COWA method, and combined weight assignment based on a G1-COWA method; and a reinforcement scheme optimization model is established through a TOPSIS method, and scheme optimization is carried out. According to the high-ductility concrete construction reinforcement method provided by the invention, the evaluation object and the ideal solution distance are ranked, so that the quality degree of the object is determined, and a better reinforcement scheme is obtained; the method is wide in application range, data distribution and the number of indexes are not strictly limited, and calculation is easy and convenient to implement.
本发明公开了一种基于砌体结构加固的高延性混凝土施工加固方法,涉及高延性混凝土施工加固方法技术领域;包括如下步骤:变参数模型计算;建立砌体结构加固效费比模型;评价指标确定;指标值归一化处理;组合权重赋值,包括基于G1法的权重赋值、基于COWA法的权重赋值、G1‑COWA法组合赋权;通过TOPSIS法建立加固方案优选模型,进行方案优选。本发明提出的高延性混凝土施工加固方法,对评价对象与理想解距离进行排序,从而确定对象的优劣程度,从而得到更好的加固方案;该方法适用范围广,对数据分布和指标数量没有严格限制,且计算简便易行。
High-ductility concrete construction reinforcement method based on masonry structure reinforcement
一种基于砌体结构加固的高延性混凝土施工加固方法
YANG ZHUANG (Autor:in)
07.07.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
G06Q
Datenverarbeitungssysteme oder -verfahren, besonders angepasst an verwaltungstechnische, geschäftliche, finanzielle oder betriebswirtschaftliche Zwecke, sowie an geschäftsbezogene Überwachungs- oder Voraussagezwecke
,
DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES
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E04G
SCAFFOLDING
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Baugerüste
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