![]() The analytical results explain the development of failures in the existing structure. The structural behavior was determined in a more precise manner via non-linear wind time-history and incremental static analyses. Moreover, enhancement of the dynamic properties of the strengthened structure was demonstrated using modal analyses. ![]() The goal of this study was to improve the load-carrying capacity of the structure in order to comply with the current design codes. The current study presents an investigation performed in order to diagnose building structural problems and propose strengthening and intervention measures. Launch File Explorer (Folder icon in the lower left of the taskbar). Ensure your account has Administrator privileges. o To uninstall Abaqus 6.14-2 Student Edition documentation: 1. Significant geometrical inconsistencies are noted among the existing steel connections and failures have been recorded as a result of buckling in several beams and bracings during the service life of the athletic center. On Windows 8, uninstall of Abaqus 6.14 Student Edition will uninstall the Abaqus product but not the documentation. The spans are bridged via trusses and I-beams. It contains steel columns with varying cross section heights. It was initially used as a boat shelter and no design calculations were made. Building B has a steel superstructure that was constructed approximately 35 years ago. ![]() Structural Assessment, Steel Structures, Wind, Buckling Phenomena, StrengtheningĪBSTRACT: The “Dimitrios Vikelas” athletic center in Ermoupolis of Syros, Greece, consists of two buildings. Wind-Induced Failure Analysis and Retrofit of an Existing Steel StructureĪUTHORS: Chrysanthos Maraveas, Zacharias Fasoulakis ![]()
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