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An Enhanced Procedure for Seismic Monitoring of Damaged Complex R.C. Structures

机译:钢筋混凝土受损复合物地震监测的增强程序结构体

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摘要

This paper presents the computational methodology for monitoring the performance of a damaged structure, this taking account of the deterioration revealed during the quality inspection aimed at ensuring the seismic serviceability. Several models have been considered in the analysis, the non-damaged and respectively damaged shear-wall structure in order to determine the degree of serviceability, the strength and stability of this edifice. The performance of the final proposed model after considering the rehabilitation is analyzed comparatively to the new and damaged structural model.
机译:本文介绍了一种用于监测受损结构性能的计算方法,其中考虑了在质量检查过程中发现的劣化,目的是确保抗震性。分析中考虑了几种模型,分别是未损坏和已损坏的剪力墙结构,以确定该建筑物的可使用程度,强度和稳定性。在考虑了修复之后,最终提出的模型的性能与新的和受损的结构模型进行了比较分析。

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