Paper Title:
Research on Isolated Strengthening of Erose School Buildings
  Abstract

The aseismatic strengthening technique for masonry structure was researched in this paper. The seismic response of a L-type school building with and without isolation system were computed by using software SAP2000. The isolation system were made up of lead rubber bearings or combined Isolation system. The results showed that base-isolated strengthening can reduce not only the translational response but also the torsional response with earthquake. The combined Isolation system was more effetive in decreasing translational response than the lead rubber bearing, but inferior to in decreasing torsion response.

  Info
Periodical
Chapter
Chapter 3: Structural Rehabilitation, Retrofitting and Strengthening
Edited by
Xuejun Zhou
Pages
1298-1303
DOI
10.4028/www.scientific.net/AMM.94-96.1298
Citation
X. S. Fan, S. Z. Ren, "Research on Isolated Strengthening of Erose School Buildings", Applied Mechanics and Materials, Vols. 94-96, pp. 1298-1303, 2011
Online since
September 2011
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Price
$32.00
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