Structures

Within the context of a thorough review on the experimental behavior of concrete-filled double-skin steel tubular (CFDST) stub members under axial compression, based on numerous publications over a 20-year time span, the pertinent test results, as well as the properties of the approximately 250 specimens involved in these tests, are accumulated in this worksheet. The information for each specimen includes several geometric characteristics, either already provided by the authors or calculated by the creators of this worksheet based on the available information, material properties of the steel tubes and the concrete core, and other key-parameters, such as the hollowness-ratio, the confinement factor and slenderness. The results of all tests are presented in terms of both ultimate load and absorbed energy, the latter being derived from the area under the available load-displacement curves, digitized for this purpose. As a means of efficiency assessment, the ratio of the ultimate load of each CFDST specimen to the summed-up ultimate loads of its components tested individually is also provided, in addition to similar ratios concerning the amounts of absorbed energy.

The IZ kmax datasets contains all the design information and results of the influence zone evaluation conducted in the Gallet et al. (2024) journal article "Influence zone of continuous beam systems (doi.org/10.1016/j.istruc.2024.107069). The dataset is publicly available on a CC-BY-4.0 licence. In addition to the datasets, a simple python script demonstrating the use of Algorithm 1 and 2 developed in the Gallet et al. (2024) journal article is made available.There are 5 files in this directory:critical_load_arrangement_algorithms_and_example.pyIZ_kmax_set1_zero_variation.csvIZ_kmax_set2_low_variation.csvIZ_kmax_set3_medium_variation.csvIZ_kmax_set4_high_variation.csvClick "Download all" (button at the top) to download the files.

This dataset contains data associated with the experimental series described in "Experimental study of an innovative timber-concrete composite deck with a demountable dry-dry notched connection system".The following data is available in the dataset:Additional descriptions • 0 - Additional description 0.1 - Material0.1.1 Storage0.1.2 Timber0.1.3 Concrete0.2 - Assembly0.2.1 Preactivation0.2.2 Fasteners0.3 - Data acquisition and testing0.3.1 Digital image correlation0.3.2 Experimental setup0.3.3 Load protocolMaterial tests Photos, data, and videos related to the material testing• 1 - Material tests1.1 - Mortar, compression (.jpg, .txt)1.2 - Concrete, compression (.jpg, .txt)1.3 - Concrete, splitting strength (.jpg, .txt)1.4 - Concrete, young's modulus (.jpg, .txt)1.5 - Timber, compression (.jpg, .txt)1.6 - Timber, bending young's modulus (.jpg, .txt)1.7 - Timber, bending strength (.jpg, .txt)1.8 - Timber, density (.txt)1.9 - Timber, moisture (.jpg,.txt)Main tests Drawings, cad models, photos, data, and videos related to the main testing. • 2.0 - Main tests - Experimental setup 2.0.1 - Photos (.jpg)2.0.2 - Videos (.mp4)2.0.3 - Cadmodel (.ifc)2.0.4 - Calibrations (.pdf)• 2.x - Main tests - Specimen2.x.1 - Workshop drawing and cad model (.pdf + .ifc)2.x.2 - Photos (.jpg)2.x.3 - Data collection (.txt)2.x.4 - Videos (.mov)2.x.5 - DIC material (.jpg)x: specimen number

The IZ kmax datasets contains all the design information and results of the influence zone evaluation conducted in the Gallet et al. (2024) journal article "Influence zone of continuous beam systems (doi.org/10.1016/j.istruc.2024.107069). The dataset is publicly available on a CC-BY-4.0 licence. In addition to the datasets, a simple python script demonstrating the use of Algorithm 1 and 2 developed in the Gallet et al. (2024) journal article is made available.There are 5 files in this directory:critical_load_arrangement_algorithms_and_example.pyIZ_kmax_set1_zero_variation.csvIZ_kmax_set2_low_variation.csvIZ_kmax_set3_medium_variation.csvIZ_kmax_set4_high_variation.csvClick "Download all" (button at the top) to download the files.

This dataset contains data associated with the experimental series described in "Experimental study of an innovative timber-concrete composite deck with a demountable dry-dry notched connection system".The following data is available in the dataset:Additional descriptions • 0 - Additional description 0.1 - Material0.1.1 Storage0.1.2 Timber0.1.3 Concrete0.2 - Assembly0.2.1 Preactivation0.2.2 Fasteners0.3 - Data acquisition and testing0.3.1 Digital image correlation0.3.2 Experimental setup0.3.3 Load protocolMaterial tests Photos, data, and videos related to the material testing• 1 - Material tests1.1 - Mortar, compression (.jpg, .txt)1.2 - Concrete, compression (.jpg, .txt)1.3 - Concrete, splitting strength (.jpg, .txt)1.4 - Concrete, young's modulus (.jpg, .txt)1.5 - Timber, compression (.jpg, .txt)1.6 - Timber, bending young's modulus (.jpg, .txt)1.7 - Timber, bending strength (.jpg, .txt)1.8 - Timber, density (.txt)1.9 - Timber, moisture (.jpg,.txt)Main tests Drawings, cad models, photos, data, and videos related to the main testing. • 2.0 - Main tests - Experimental setup 2.0.1 - Photos (.jpg)2.0.2 - Videos (.mp4)2.0.3 - Cadmodel (.ifc)2.0.4 - Calibrations (.pdf)• 2.x - Main tests - Specimen2.x.1 - Workshop drawing and cad model (.pdf + .ifc)2.x.2 - Photos (.jpg)2.x.3 - Data collection (.txt)2.x.4 - Videos (.mov)2.x.5 - DIC material (.jpg)x: specimen number

Interactive summary tables of past research on corner-column failures in building structures. Supplement to the journal article entitled "Corner-column failure scenarios in building structures: current knowledge and future prospects" (10.1016/j.istruc.2023.01.121).

These files contain most of the raw data for the compressive strength of concrete-steel tubular columns(CSTC). It also includes electrochemical measurement data for slag-based fiber-reinforced geopolymer mortar specimens. This study is about the chloride-induced corrosion of CSTC and their residual performance.

These files contain most of the raw data for the compressive strength of concrete-steel tubular columns(CSTC). It also includes electrochemical measurement data for slag-based fiber-reinforced geopolymer mortar specimens. This study is about the chloride-induced corrosion of CSTC and their residual performance.

This dataset contains carbon calculations, Environmental Product Declarations, and design raw data.

Data originating from EP/M01696X/1, Knitting Bespoke Reinforcement for New Concrete Structures. Data is in the format of laboratory tests on reinforced concrete beams. The data was collected from load cell and displacement transducers present during each beam test undertaken in the University of Bath laboratory. The data is presented as a series of CSV files, which include the raw data as collected. They are named according to the convention in the paper.