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Simplified Calculation Model of Eco-Composite Wall Structure Based on Composite

机译:基于复合材料的生态复合墙体结构简化计算模型

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摘要

The eco-composite wall structure is a new structural system, characterized by ecology, low weight, high strength, saving energy and good aseismic performance. As the main load-bearing member of the structure, Multi-ribbed composite wall consists of concealed frame, concrete frame grids, ecological filling blocks and so on, which makes the entities calculation model extremely complicated. Therefore, it is necessary to present the simplified calculation model of the structure. Based on constitution and mechanical analysis of the multi-ribbed composite wall, the wall is equaled to an elastic plate with the filling blocks as matrix and concrete grids as reinforced fibers in elastic stage, consequentially rigid frame-composite elastic plate of eco-composite wall structure is proposed, and the model is employed to perform the time-history analysis. Experimental analysis shows that rigid frame-composite elastic plate model can meet the usage of engineering in elastic stage, and it provides a more simplified calculation method.
机译:生态复合墙体结构是一种新的结构系统,其特点是生态,重量低,强度高,节约能源和良好的抗震性能。作为结构的主要承载构件,多罗纹复合墙由隐藏式框架,混凝土框架网格,生态填充块等组成,这使得实体计算模型非常复杂。因此,有必要呈现结构的简化计算模型。基于多肋复合壁的结构和机械分析,壁等于具有填充块的弹性板,作为矩阵和混凝土栅格,作为弹性级的增强纤维,相应的刚性框架复合弹性板的生态复合壁提出了结构,并且模型用于执行时间历史分析。实验分析表明,刚性框架复合弹性板模型可以满足弹性级工程的使用,提供更简化的计算方法。

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