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- W2055148981 abstract "Extent of critical region, which is usually referred to as plastic hinge length, of high-strength reinforced concrete (HSRC) columns, where extensive inelastic damages might occur under seismic loading, was experimentally investigated. A total of 6 HSRC columns that can be grouped into 2 series or 3 pairs, were tested under various axial load levels as well as reversed cyclic inelastic displacement excursions simulating seismic loading. The first series of columns contained transverse steel designed according to the shear resistance requirement of BS 8110, while the second series, representing limited ductile columns, to the authors’ proposed equation. From test observation, progressive development and formation of the critical region in these columns were discussed. The extents of these critical regions were subsequently evaluated rigorously using direct (by physical observation or measured column curvature profiles) and indirect (by back calculation using an idealised column curvature profile) methods. ..." @default.
- W2055148981 created "2016-06-24" @default.
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- W2055148981 date "2004-01-01" @default.
- W2055148981 modified "2023-10-01" @default.
- W2055148981 title "Extent of Critical Region and Limited Ductility Design of High-strength Reinforced Concrete Columns for Hong Kong Practice" @default.
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- W2055148981 doi "https://doi.org/10.1080/1023697x.2004.10667964" @default.
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