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MID 1.1: Database for Characterization of the Lateral Behavior of Infilled Frames

机译:1.1:数据库,用于表征infilled帧的横向行为

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Research on infilled reinforced concrete frames is fundamental for the vulnerability assessment of existing buildings. The analysis of the interaction between infill and frame is an open issue in performance-based earthquake engineering due to its importance in predicting the dynamic behavior and failure modes of buildings. This study provides an open access database of laboratory tests on masonry infilled reinforced concrete frames, collected from the literature and harmonized in a consistent framework. The database is named Masonry Infill Database 1.1 (MID 1.1). The data were grouped in categories to calibrate a piecewise linear curve representing the lateral response of the infill depending on the masonry wall and the frame details. The gathered data were used to assess analytical models and numerical studies from the literature with the aim of revising the formulations currently used in the equivalent strut approach. An empirical model for the equivalent strut was developed through a power-law multiple regression of the database. The open access database in its spreadsheet form is intended to provide a useful tool for the analysis of infilled reinforced concrete frames.
机译:浮出水钢筋混凝土框架的研究是现有建筑物脆弱性评估的基础。由于其重要性在预测建筑物的动态行为和故障模式方面,基于性能的地震工程中的开放问题是一种开放问题。本研究提供了从文献中收集的砌体含水钢筋混凝土框架的实验室测试的开放式访问数据库,并在一致的框架中协调。数据库名为Masonry Infill数据库1.1(1.1中期)。数据以类别分组以校准分段线性曲线,该曲线表示填充物的侧向响应,这取决于砌体墙和框架细节。收集的数据用于评估文献的分析模型和数值研究,目的是修改当前用于等效支柱方法的配方。通过幂律多元回归制定了等效支柱的经验模型。在其电子表格表格中的开放访问数据库旨在为填充钢筋混凝土框架进行分析提供有用的工具。

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