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2“…Taking the T-shaped beam–column connection and the application of U-shaped steel damper in the beam–column connection as an example, the mechanical model of the connection is established and the calculation formulas for the yield load and stiffness are derived. …”
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3por Shen, Caihua, Yu, Hansen, Wang, Xiaojun, Tang, Kai, Asiedu-Kwakyewaa, Cornelia, Zhang, Hanyi“…U-Shaped Steel Sheet Piles (USSSP) have buckling and bending problems during construction. …”
Publicado 2022
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4“…The experimental results demonstrated that the tested polymer concrete test sample had a 6.87 times higher attenuation coefficient than the U-shaped steel profile. The results showed that the polymer concrete test sample No. 4 reduced vibration acceleration deviation by 93.5% in 0.005 sec and the U-shaped steel profile by 32.9%.…”
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5por Bosakova, Lucia, Madarasova Geckova, Andrea, van Dijk, Jitse P., Reijneveld, Sijmen A.“…We therefore investigated a Roma employment project called Equality of Opportunity, run since 2002 by a private company, U.S. Steel Kosice, in eastern Slovakia. We conducted a multi-perspective qualitative study to obtain the perspectives of key stakeholders on the outcomes of this project. …”
Publicado 2019
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6por Bosakova, Lucia, Madarasova Geckova, Andrea, van Dijk, Jitse P., Reijneveld, Sijmen A.“…We investigated a Roma employment project called Equality of Opportunity established by a private company, U.S. Steel Kosice in eastern Slovakia. We conducted a multi-perspective qualitative study to obtain key stakeholders’ perspectives on the potential mechanisms of a public–private Roma employment project in terms of increased employability. …”
Publicado 2020
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7“…In both groups, the rat maxillary incisors were moved distally using a 0.012 U stainless steel orthodontic appliance with a 2 mm diameter coil and 5 mm wire length. …”
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8Publicado 1990“…We interpret these results by postulating that growth on ECM relieves the need for MTs to serve as compressive supports for neurite tension (Dennerll, T. J., H. C. Joshi, U. L. Steel, R. E. Buxbaum, and S. R. Heidemann. 1988. …”
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