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To investigate seismic behavior and failure modes of blind bolted concrete-filled steel tubular (CFST) frames with semi-rigid connections, an experimental study on two specimens of two-layer single-span blind bolted end plate CFST frames was conducted under low-cyclic loading.
Subsequently, a static SPECT sequence involving eight frames was conducted.
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Performance assessments of the frames are conducted using four analysis procedures, static and dynamic analyses performed under both linear and nonlinear analysis regimes.
These estimates can be refined only if more comprehensive tube-well surveys, using nationally representative sampling frames, are conducted.
A free vibration experiment on a three-story shear frame was conducted to validate the proposed technique.
A detailed evaluation of the relationship between the strain within the strand and the elongation measured by the testing frame was conducted to ensure that the strain within the strand was calculated accurately throughout the tests.
In this study, the establishment of a seismic design procedure using dynamic analysis of steel frame is conducted.
A numerical study involving a shear building and a steel moment-resisting frame is conducted to show the effectiveness of the proposed approach in damage localization.
Sensitivity analysis for a one-story one-bay frame is conducted to identify the significant parameters for the mitigation of uneven force distribution in the SC-CBs.
Cyclic tests on a full scale frame were conducted to calibrate the models and showed the reliability of the autonomous rubber-based system under full loading and real assembly conditions.
A shake table study of single-bay two-storey model of conventional ordinary concentric braced frame (OCBF) and aluminum shear-link enabled braced frame (SLBF) was conducted to evaluate the performance of shear-link as energy dissipation device.
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