Database_Experimental Results_MQI

The work herein presented consists of a systematic review of experimental campaigns addressing the assessment of two-leaf stone masonry walls’ mechanical properties. Based on the guidelines provided by Eurocode 8 - part 3 and Italian Code (Table C8.5.1, Circolare n. 7 - 21/01/2019), six different stone masonry types have been defined, namely:
Masonry Type 1 (Irregular stone masonry)
Masonry Type 2 (Roughly cut stones with wythes of irregular thickness)
Masonry Type 3 (Uncut stonework with good texture)
Masonry Type 4 (Masonry of irregular soft stone blocks)
Masonry Type 5 (Regular masonry of soft stone blocks)
Masonry Type 6 (Squared stone masonry)
Experimental data collected for the construction of the database refers to the following mechanical parameters: Young’s Modulus (E), Shear Modulus (G), Compressive Strength (fm) and Shear Strength (τ0). Moreover, the data collected corresponds to experimental results resulting from the following testing procedures: Sonic Testing (ST), Flat-Jacks Tests (FJ), Compression Tests (CT), Diagonal-Compression (DC) and Shear-Compression Tests (SC).
The comprehensive literature search was carried out on 5 electronic indexing databases: Scopus, Science Direct (SCD), Web of Knowledge (WOK), Civil Engineering Database (ASCE), and MADA RELUIS Database [28]. The research includes papers published between 1960 and May 2020.

本研究呈现了一系列针对双层石砌墙机械性能评估的实验研究综述。基于欧标 8-3 部分及意大利规范（表 C8.5.1，第 7 号通告 - 2019 年 1 月 21 日）提供的指导方针，定义了六种不同的石砌类型，具体如下：

石砌类型 1（不规则石砌）
石砌类型 2（粗略切割的石块，砌体厚度不规则）
石砌类型 3（未经切割的石作，质地良好）
石砌类型 4（不规则软石块砌体）
石砌类型 5（软石块规则的石砌）
石砌类型 6（方石石砌）

为构建数据库所收集的实验数据涉及以下机械参数：杨氏模量（E）、剪切模量（G）、抗压强度（fm）和剪切强度（τ0）。此外，所收集的数据对应于以下测试程序得出的实验结果：超声波测试（ST）、平板式千斤顶测试（FJ）、压缩测试（CT）、对角压缩测试（DC）和剪切压缩测试（SC）。

对相关文献进行了全面的电子索引数据库检索，包括 Scopus、Science Direct（SCD）、Web of Knowledge（WOK）、土木工程数据库（ASCE）和 MADA RELUIS 数据库。研究范围包括 1960 年至 2020 年 5 月间发表的论文。