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In this study, the most common method of each code was compared to the experimental shear strength determined from the testing program.
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The optimal mixing ratio was determined from the test results.
The four stages of the land-sliding mechanism (compaction, gradual sliding, slightly faster sliding, and rapid sliding) could be determined from the tests.
Also, sloshing heights and convective mode damping values are determined from the test results and compared with API650 code recommendations and recommended equations by other researchers.
Fatigue properties of St3S steel were determined from the tests performed under the control of strain and strain energy density parameter.
A simple analysis was developed for splice-jointed beams and was used to predict the transverse and rotational stiffnesses determined from the test data.
Contact pressure and friction coefficient are determined from the test's numerical model and are then used to identify the friction data according to the interface temperature and the sliding velocity.
It was determined from the test results that steel-reinforced ECC (R/ECC) columns exhibit superior performance to reinforced concrete (RC) columns in terms of load-carrying capacity, ductility, crack control ability, and damage tolerance.
In addition, due to differences between primary cluster centers determined from reference samples and actual cluster centers determined from the test samples, CNs called by Gaussian mixture modeling using reference samples will also be misestimated.
Cross-linking density, storage modulus (G′), damping factor (tanδ) and glass transition temperature (Tg) of the composites were determined from the DMA testing.
Fracture toughness values were also determined by Vickers indentation over a range of loads; theKIc values determined from the Hertzian tests were consistent with the trends inKIc with crack size from the Vickers indentation tests.
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