Engineering Structures
ISSN: 0141-0296
Datasets associated with articles published in Engineering Structures
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- Data for: FORMULATION FOR NONLINEAR DYNAMIC ANALYSIS OF STEEL FRAMES CONSIDERING THE PLASTIC ZONE METHODTime 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 .
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- Data for: Analysis of Reinforced Concrete Coupled Structural Walls Via the Beam-Truss ModelOpenSees Models - Analysis of Reinforced Concrete Coupled Structural Walls Via the BTM
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- Data for: Enhanced Tailored Durability Test Specification for Multiaxial Dynamic Excited Components under Chaotic Vehicle Mission (Mixing Random and Deterministic Events)Enhanced tailored durability test for pneumatic brake chamber support attached to truck's unsprung mass. The test was specified in PSD format for each input DoF: longitudinal, lateral and vertical. The data is given in [g²/Hz] and the first column is the frequency in [Hz].
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- Data for: MACHINE LEARNING AND NONLINEAR MODELS FOR THE ESTIMATION OF FUNDAMENTAL PERIOD OF VIBRATION OF MASONRY INFILLED RC FRAME STRUCTURESAccurate estimation of the fundamental period of vibration of masonry infilled RC frame structures using both Machine Learning techniques and concise nonlinear formulas.
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- Data for: Structural Topology Optimization of Tall Buildings for Dynamic Seismic Excitation Using Modal DecompositionAdditional Matlab files for the following publication: A Martin, GG Deierlein, "Structural Topology Optimization of Tall Buildings for Seismic Dynamic Excitation Using Modal Decomposition", Engineering Structures (submitted) The function files supplement the original PolyTop software developed by: C Talischi, GH Paulino, A Pereira, IFM Menezes, "PolyTop: A Matlab implementation of a general topology optimization framework using unstructured polygonal finite element meshes", Struct Multidisc Optim, DOI 10.1007/s00158-011-0696-x
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- Data for: Earthquake-induced loss assessment of steel buildings designed to Eurocode 8Ground motion suites employed in the study.
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- Data for: Phenomenological hysteretic model for corroded RC columnsThe hysteretic curve calibrated results and test results of 103 columns.
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- Data for: Design of stadium roofs with a given level of reliability.MATLAB code as an application to the method for the selecting cross-section of steel rod elements of the roof structure placed above the stands of stadiums. Particular attention is paid to ensuring a given level of structural reliability. This code includes calculations to realize described above method.
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- Data for: General formulation of equivalent moment factor for elastic lateral torsional buckling of slender rectangular sections and I-sectionsThis sheet contains a Tool that can be used to play around with the proposed general formulation in the manuscript and to apply different type of parameters (e.g. loading, span, moments, uniformly distributed loads etc.). In this way, engineers can apply the formulation in a straight-forwards manner. In order to make the sheet work, Macro's must be enabled. After inserting all parameters in the tool, the calculation can be started with the "perform calculation" botton.
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- Data for: Serviceability Limits of Reinforced Concrete HingesThis document contains figures illustrating the sensitivity of serviceability limit states of reinforced concrete hinges.
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