Seismic Response Prediction of Base Isolated Multi-Span Highway Bridge with Different Modeling Techniques for Lead Rubber Bearings

2012 ◽  
Vol 18 (12) ◽  
pp. 1227-1234
Author(s):  
Muhammad Kashif Razzaq ◽  
Yoshiaki Okui ◽  
Hiroshi Mitamura ◽  
Takashi Imai
2020 ◽  
Vol 209 ◽  
pp. 110008
Author(s):  
Pengru Deng ◽  
Zhiping Gan ◽  
Toshiro Hayashikawa ◽  
Takashi Matsumoto

Author(s):  
Satoshi KURITA ◽  
Manabu TOYOSHIMA ◽  
Motojiro MOTOHASHI ◽  
Daisuke CHIBA ◽  
Yoshihiro SUGIMURA

2011 ◽  
Vol 94-96 ◽  
pp. 1298-1303
Author(s):  
Xi Sen Fan ◽  
Shu Zhen Ren

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.


2015 ◽  
Vol 39 (1) ◽  
pp. 12-25
Author(s):  
Yin-Han Yang ◽  
Jenn-Shin Hwang ◽  
Shiang-Jung Wang ◽  
Chia-Yi Shiau ◽  
Nobuo Murota

Sign in / Sign up

Export Citation Format

Share Document