Engineering Structures

ANN data

The identification results of frequencies and damping ratios from monitoring data of a recycled aggregate concrete structure and an adjacent natural aggregate concrete structure with identical reinforcements. And an ANN model to predict the fundamental frequency and damping ratio of the recycled aggregate concrete structure.

Properties of the selected 3,198 VGM records from the Japanese NIED strong-motion seismograph networks (K-net & KiK-net).

Time history responses: Displacement-time reponses of the analysed numerical examples. Slices: State of cross sections (Plasticity evolution). OpenSees - Toridis: OpenSees responses for Toridis frame. OpenSees - Rothert: OpenSees responses for Rothert frame. OpenSees - Portal steel frame: OpenSees responses for Portal steel frame. OpenSees - Single-bay two-story steel frame : OpenSees responses for Single-bay two-story steel frame .

The Python script is given for the simulation of ultra-high strength circular CFST short columns under axial compression. The script can be run by selecting File<<Run Script. The file menu is located in the top left corner in Abaqus. The output of the script is stored in C:/MyResults. The script automatically creates the MyResults folder in C drive. For the verification of the columns, Axisymmetric.py and Axisymmetric.txt files can be used. To run this script, both files need to be stored in the Abaqus working directory (C:/Temp). For the parametric study, ParametricStudy.py and ParametricStudy.txt need to be run. The script needs to be run in Abaqus 2016. The script may give the error message if it is run in the different version. All numerical results are provided in the excel format. The Matlab code for the design standards is given. For Table 4 Matlab code, the input file name is changed from Input1 to Input.

One first outcome with the title “The Deformation Area Difference (DAD) Method for Condition Assessment of Reinforced and Prestressed Structures” has already been published recently in the Journal “Engineering Structures” and was based on the presentation of the theoretical background of the DAD-method and on its demonstration on theoretical and experimental applications.

The test data for the hysteretic curves of the specimens.

Data files for column specimens

Test database of shearwalls, deep beams, corbels and beam-column joints.

The hysteretic curve calibrated results and test results of 103 columns.