Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Jinhe Gao"'
Publikováno v:
Frontiers in Materials, Vol 8 (2022)
To avoid brittle fracture and plastic yielding of steel beam-to-column connections under earthquakes, a new beam-to-column connection of steel structures with all-steel buckling restrained braces (BRBs) is proposed. The all-steel BRB is connected to
Externí odkaz:
https://doaj.org/article/e4b584e76b964957aaf066164433400f
Publikováno v:
Frontiers in Materials, Vol 8 (2021)
To clarify the mechanical properties of the U-shaped steel damper under tension and compression along the opening direction and the energy dissipation mechanism in the energy dissipation system, a mechanical model was established to describe the plas
Externí odkaz:
https://doaj.org/article/24a9959a222d4fcc8556e48cce3c52e2
Publikováno v:
European Journal of Environmental and Civil Engineering. 27:1247-1262
Publikováno v:
International Journal of Steel Structures. 22:280-293
Publikováno v:
Journal of Engineering Science and Technology Review. 12:148-157
Publikováno v:
Mathematical Problems in Engineering, Vol 2020 (2020)
Due to initial cracks, careless construction, and extreme load conditions, components with brittle behavior may exist in a structural system. The presence of brittle behavior of components usually is accompanied by a low strength. However, existing m
Publikováno v:
ICHI
Experimental drug development is time-consuming, expensive and limited to a relatively small number of targets. However, recent studies show that repositioning of existing drugs can function more efficiently than experimental drug development to mini
Publikováno v:
Proceedings of the 2017 6th International Conference on Energy and Environmental Protection (ICEEP 2017).
Publikováno v:
Proceedings of the 2017 International Conference on Education, Culture and Social Development (ICECSD 2017).
Autor:
Jinhe Gao, Hiroshi Tagawa
Publikováno v:
Journal of Constructional Steel Research. 70:213-225
This paper presents a new vibration control system for protection of steel structures from earthquakes. The proposed system, which uses a quasi-linear motion mechanism, achieves dissipation of seismic energy into the structure through yielding of U-s