This dataset contains the data for the research paper titled "Adapted simplified method for structural fire design of hollow concrete block masonry" and published in Engineering Failure Analysis (DOI: doi.org/10.1016/j.engfailanal.2025.109839). The dataset refers to a research for designing hollow concrete masonry under fire situation using an adaptation of Eurocode 6's simplified calculation method. It contains Abaqus 6.12-3 files (.cae) of numerical models for determining the isotherms of hollow concrete block prisms under high temperatures, in addition to the result files (.odb) generating from processing these models. With the isotherms after different times of fire exposure, residual area coefficients (k) and the residual thicknesses (tfr) were then calculated for each case, through the excel file attached (.xlsx). With these parameters, it was possible to predict the residual compressive strength (Rd,fi) of structural masonry, through the calculation routine attached (.mcdx), after 30, 60, and 90 minutes of fire exposure on one and both sides.

This dataset contains the data for the research paper titled "Mechanical behavior of rendering mortar exposed to high temperatures considering different specimen geometries" and published in Construction and Building Materials (DOI: doi.org/10.1016/j.conbuildmat.2025.142953). The dataset refers to a research on the mechanical behavior of cement-lime-based rendering mortar exposed to high temperatures, considering different specimen geometries. It contains excel files (.xlsx) with results from compressive, splitting tensile and flexural tests, along with results from dynamic elastic modulus tests and mass loss of cement-lime-based rendering mortar. Also, the origin file (.opju) contains the results from the statistical analysis (one-way ANOVA and Tukey test) between different specimens of mortar in each target temperature, the regression for determining the formulation to predict the residual compressive and tensile strengths, and the other graphs used to evaluate the results from the research.

This dataset contains the data for the research paper titled "Mechanical behavior of rendering mortar exposed to high temperatures considering different specimen geometries" and published in Construction and Building Materials (DOI: doi.org/10.1016/j.conbuildmat.2025.142953). The dataset refers to a research on the mechanical behavior of cement-lime-based rendering mortar exposed to high temperatures, considering different specimen geometries. It contains excel files (.xlsx) with results from compressive, splitting tensile and flexural tests, along with results from dynamic elastic modulus tests and mass loss of cement-lime-based rendering mortar. Also, the origin file (.opju) contains the results from the statistical analysis (one-way ANOVA and Tukey test) between different specimens of mortar in each target temperature, the regression for determining the formulation to predict the residual compressive and tensile strengths, and the other graphs used to evaluate the results from the research.

This dataset contains the data for the research paper titled "Adapted simplified method for structural fire design of hollow concrete block masonry" and published in Engineering Failure Analysis (DOI: doi.org/10.1016/j.engfailanal.2025.109839). The dataset refers to a research for designing hollow concrete masonry under fire situation using an adaptation of Eurocode 6's simplified calculation method. It contains Abaqus 12.3 files (.cae) of numerical models for determining the isotherms of hollow concrete block prisms under high temperatures, in addition to the result files (.odb) generating from processing these models. With the isotherms after different times of fire exposure, residual area coefficients (k) and the residual thicknesses (tfr) were then calculated for each case, through the excel file attached (.xlsx). With these parameters, it was possible to predict the residual compressive strength (Rd,fi) of structural masonry, through the calculation routine attached (.mcdx), after 30, 60, and 90 minutes of fire exposure on one and both sides.

This dataset contains the data for the research paper titled "Adapted simplified method for structural fire design of hollow concrete block masonry" and published in Engineering Failure Analysis (DOI: doi.org/10.1016/j.engfailanal.2025.109839). The dataset refers to a research for designing hollow concrete masonry under fire situation using an adaptation of Eurocode 6's simplified calculation method. It contains Abaqus 12.3 files (.cae) of numerical models for determining the isotherms of hollow concrete block prisms under high temperatures, in addition to the result files (.odb) generating from processing these models. With the isotherms after different times of fire exposure, residual area coefficients (k) and the residual thicknesses (tfr) were then calculated for each case, through the excel file attached (.xlsx). With these parameters, it was possible to predict the residual compressive strength (Rd,fi) of structural masonry, through the calculation routine attached (.mcdx), after 30, 60, and 90 minutes of fire exposure on one and both sides.

This dataset refers to a research for designing hollow concrete masonry under fire situation using an adaptation of Eurocode 6's simplified calculation method. It contains Abaqus 12.3 files (.cae) of numerical models for determining the isotherms of hollow concrete block prisms under high temperatures, in addition to the result files (.odb) generating from processing these models. With the isotherms after different times of fire exposure, residual area coefficients (k) and the residual thicknesses (tfr) were then calculated for each case, through the excel file attached (.xlsx). With these parameters, it was possible to predict the residual compressive strength (Rd,fi) of structural masonry, through the calculation routine attached (.mcdx), after 30, 60, and 90 minutes of fire exposure on one and both sides.

This dataset refers to a research for designing hollow concrete masonry under fire situation using an adaptation of Eurocode 6's simplified calculation method. It contains Abaqus 12.3 files (.cae) of numerical models for determining the isotherms of hollow concrete block prisms under high temperatures, in addition to the result files (.odb) generating from processing these models. With the isotherms after different times of fire exposure, residual area coefficients (k) and the residual thicknesses (tfr) were then calculated for each case, through the excel file attached (.xlsx). With these parameters, it was possible to predict the residual compressive strength (Rd,fi) of structural masonry, through the calculation routine attached (.mcdx), after 30, 60, and 90 minutes of fire exposure on one and both sides.

This dataset refers to a research on the mechanical behavior of cement-lime-based rendering mortar exposed to high temperatures, considering different specimen geometries. It contains excel files (.xlsx) with results from compressive, splitting tensile and flexural tests, along with results from dynamic elastic modulus tests and mass loss of cement-lime-based rendering mortar. Also, the origin file (.opju) contains the results from the statistical analysis (one-way ANOVA and Tukey test) between different specimens of mortar in each target temperature, the regression for determining the formulation to predict the residual compressive and tensile strengths, and the other graphs used to evaluate the results from the research.

This dataset refers to a research for designing hollow concrete masonry under fire situation using an adaptation of Eurocode 6's simplified calculation method. It contains Abaqus 12.3 files (.cae) of numerical models for determining the isotherms of hollow concrete block prisms under high temperatures, in addition to the result files (.odb) generating from processing these models. With the isotherms after different times of fire exposure, residual area coefficients (k) and the residual thicknesses (tfr) were then calculated for each case, through the excel file attached (.xlsx). With these parameters, it was possible to predict the residual compressive strength (Rd,fi) of structural masonry, through the calculation routine attached (.mcdx), after 30, 60, and 90 minutes of fire exposure on one and both sides.