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The sixteen specimens designed and cast within this project were characterized by different study variables concerning cross section geometry, concrete grade and type of reinforcement.
For the specimens designed and tested in this study, both components in the GST contributed much to the seismic performance of the GST confined column, while the thin-walled steel tube was more effective than the GFRP wraps in improving the ultimate drift ratio.
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Indeed, two kinds of specimen are tested: conventional tensile specimens and specimens designed for plane strain tensile test.
The revised design method has been applied to test results of twenty-nine haunchedally haunched beam specimens designed by the author and other researchers to confirm its effectiveness.
The fabrication processes for composite specimens designed by theoretical number simulations and predictions were also studied.
A total of 8 full-scale specimens were designed and tested with main parameters of specimen types and load eccentricities.
The final optimal geometry as a function of the base material sheet thickness is proposed, as a guide line for cruciform specimens design, and as a possible contribution for a future standard on in-plane biaxial fatigue tests.
Three types of weld seam specimens were designed and manufactured.
A total of six specimens were designed and subjected to both monotonic and cyclic lateral loads.
A total of five large-scale specimens were designed and tested.
For this purpose, two one-fourth scale, 2-bay, 3-story specimens were designed and constructed.
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