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.

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.

Numerical data collected from shell tests, including load cells, transducers and strain gauges. Material characterisation test data is also included for textile reinforcement, foamed concrete and fine-grained concrete.

Numerical data from specimen tests. This includes load, extension and strain data captured from data logging equipment.

This is the iTFM code for calculations in Matlab of gas temperature in improved formulation of travelling fires. It is written by Egle Rackauskaite and Guillermo Rein, Imperial College London, UK, and it is based on the journal paper (doi:10.1016/j.istruc.2015.06.001): E Rackauskaite, C Hamel, A Law, G Rein, Improved formulation of travelling fires and application to concrete and steel structures, Structures, 2015. http://dx.doi.org/10.1016/j.istruc.2015.06.001 Contact authors at g.rein@imperial.ac.uk and reingu@gmail.com Work funded by Engineering and Physical Sciences Research Council and Arup File published under a Creative Commons license CC BY 4.0