In order to improve the effect of isolation structure, the
principles and behaviours of the base-isolation system are studied, and
the types and characteristics of the base-isolation are also discussed.
Compared to the traditional aseismatic structures, the base isolation
structures decrease the seismic response obviously: the total structural
aseismatic value decreases to 1/4-1/32 and the seismic shear stress in
the upper structure decreases to 1/14-1/23. In the huge seism, the
structure can have an obvious aseismatic effect.
[1] Y. X. Hu, Earthquake Engineering (First Edition), Earthquake Press:
Beijing, 1988, pp. 36-38.
[2] F. S. Zhou, Vibration-Reduction Control of Engineering Structures (First
Edition), Earthquake Press: Beijing, 1997, pp. 42-43.
[3] X. Y. Zhou, J. Y. Su, and S. R. Fan, Studies on existing and prospect of
shock absorption and shock partition of our country, China City Press:
Beijing, 1998, pp. 26-28.
[4] R. L. Yang, X. Y. Zhou, and X. H. Liu, "Seismic Structural Control Using
Semi-active Tuned Mass Dampers," Earthquake Engineering and
Engineering Vibration, IEM, vol. 1, pp. 111-118, 2002.
[1] Y. X. Hu, Earthquake Engineering (First Edition), Earthquake Press:
Beijing, 1988, pp. 36-38.
[2] F. S. Zhou, Vibration-Reduction Control of Engineering Structures (First
Edition), Earthquake Press: Beijing, 1997, pp. 42-43.
[3] X. Y. Zhou, J. Y. Su, and S. R. Fan, Studies on existing and prospect of
shock absorption and shock partition of our country, China City Press:
Beijing, 1998, pp. 26-28.
[4] R. L. Yang, X. Y. Zhou, and X. H. Liu, "Seismic Structural Control Using
Semi-active Tuned Mass Dampers," Earthquake Engineering and
Engineering Vibration, IEM, vol. 1, pp. 111-118, 2002.
@article{"International Journal of Architectural, Civil and Construction Sciences:53055", author = "G. W. Ni and Y. M. Zhang and D. L. Jiang and J. N. Chen and B. Liu", title = "Study of Base-Isolation Building System", abstract = "In order to improve the effect of isolation structure, the
principles and behaviours of the base-isolation system are studied, and
the types and characteristics of the base-isolation are also discussed.
Compared to the traditional aseismatic structures, the base isolation
structures decrease the seismic response obviously: the total structural
aseismatic value decreases to 1/4-1/32 and the seismic shear stress in
the upper structure decreases to 1/14-1/23. In the huge seism, the
structure can have an obvious aseismatic effect.", keywords = "Base-isolation, earthquake wave, dynamic response.", volume = "4", number = "10", pages = "308-5", }