The Modal Analysis of a Multilayer Concave-Convex Irregular Reinforced Concrete Frame Structures before and after Seismic Isolation

Article Preview

Abstract:

It used lead core type laminated rubber pad as a base isolation device. Using the ANSYS software, it analyzed the modality of a multilayer concave-convex irregular reinforced concrete frame structures before and after seismic isolation. Comparison of the cycle, frequency and modal participation mass coefficient of the multilayer concave-convex irregular reinforced concrete frame structure before and after isolation in Kobe wave. It concluded that the lead laminated rubber bearings for multilayer concave-convex irregular reinforced concrete frame structures have seismic isolation effect.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

632-634

Citation:

Online since:

July 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Tang, J.X., Liu, Z.H.. The building structure base isolation [M].Beijing: Central China science and Technology University Press, (1993)

Google Scholar

[2] Liu, T., Ynag, F.P.. Master ANSYS [M]. Beijing: Tsinghua University press, (2002)

Google Scholar

[3] Li Quan. ANSYS application in civil engineering [M]. Beijing: People's post and Telecommunications Press, (2005)

Google Scholar

[4] Japanese Architectural Institute. The design of isolation structure [M]. Liu wenguang, trans. Beijing: Seismological Press, (2006)

Google Scholar