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- W613148968 abstract "Thin-walled hollow steel columns, either circular or box shaped, are commonly used as piers in bridges. Recent earthquakes, e.g. Hyogoken-Nanbu or Kobe 1995, on the other hand have shown that these columns are vulnerable to damage when subjected to earthquake loading. This paper presents a new innovative thin-walled hollow steel column fabricated of corrugated plates, “thin-walled steel columns with corrugated section”, primarily to be used as piers in bridges and other structures as an alternative to circular or box thin-walled steel columns. Compared with the traditional steel columns, this new innovative thin-walled steel column might improve buckling behavior under combined axial and flexural loading, caused by earthquake excitations. For investigating the seismic performance of this new innovative thin-walled steel column and comparison of it with traditional thin-walled steel column, a series of parametric 3D-finite element analyses have been executed. The analyses results have shown that thin-walled steel columns with corrugated section can undergo large plastic deformations without significant, strength reduction, hence dissipate energy under cyclic loading." @default.
- W613148968 created "2016-06-24" @default.
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- W613148968 date "2013-05-05" @default.
- W613148968 modified "2023-09-23" @default.
- W613148968 title "معرفی ستون جدار نازک توخالی ساخته شده از ورقهای فولادی موجدار و بررسی رفتار لرزهای آن" @default.
- W613148968 doi "https://doi.org/10.22059/jac.2013.7769" @default.
- W613148968 hasPublicationYear "2013" @default.
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