Seismic response of highway viaducts equipped with lead-rubber bearings under low temperature

2020 ◽  
Vol 209 ◽  
pp. 110008
Author(s):  
Pengru Deng ◽  
Zhiping Gan ◽  
Toshiro Hayashikawa ◽  
Takashi Matsumoto
Keyword(s):  
Low Temperature ◽  
Seismic Response ◽  
Lead Rubber Bearings ◽  
Rubber Bearings

scholarly journals A MODIFIED BILINEAR HYSTERESIS MODEL AT SMALL STRAINS OF LEAD-RUBBER BEARINGS BASED ON SEISMIC RESPONSE RECORDS

2005 ◽  
Vol 70 (587) ◽  
pp. 85-92
Author(s):  
Satoshi KURITA ◽  
Manabu TOYOSHIMA ◽  
Motojiro MOTOHASHI ◽  
Daisuke CHIBA ◽  
Yoshihiro SUGIMURA
Keyword(s):  
Seismic Response ◽  
Hysteresis Model ◽  
Small Strains ◽  
Lead Rubber Bearings ◽  
Rubber Bearings

Research on Isolated Strengthening of Erose School Buildings

2011 ◽  
Vol 94-96 ◽  
pp. 1298-1303
Author(s):  
Xi Sen Fan ◽  
Shu Zhen Ren
Keyword(s):  
Seismic Response ◽  
Masonry Structure ◽  
School Buildings ◽  
Isolation System ◽  
Torsional Response ◽  
Rubber Bearing ◽  
Lead Rubber Bearing ◽  
Lead Rubber Bearings ◽  
Rubber Bearings ◽  
Strengthening Technique

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.

scholarly journals APPLICATION OF RHEOLOGY MODELING TO NATURAL RUBBER AND LEAD RUBBER BEARINGS: A SIMPLIFIED MODEL AND LOW TEMPERATURE BEHAVIOR

2012 ◽  
Vol 29 (2) ◽  
pp. 40s-55s
Author(s):  
Muhammad Kashif RAZZAQ ◽  
Yoshiaki OKUI ◽  
Abdur Rahman BHUIYAN ◽  
A.F.M. Saiful AMIN ◽  
Hiroshi MITAMURA ◽  
...  
Keyword(s):  
Low Temperature ◽  
Natural Rubber ◽  
Temperature Behavior ◽  
Simplified Model ◽  
Lead Rubber Bearings ◽  
Rubber Bearings

Research on the Effect of Combined Seismic Isolation System

2012 ◽  
Vol 446-449 ◽  
pp. 3299-3303
Author(s):  
Xi Sen Fan ◽  
Ting Lei Tian
Keyword(s):  
Seismic Response ◽  
Seismic Isolation ◽  
Base Isolation ◽  
Seismic Responses ◽  
Combined System ◽  
Isolation System ◽  
Lead Rubber Bearings ◽  
Base Isolation System ◽  
Rubber Bearings ◽  
The Relationship

The isolation system between the upper structure and the foundation could reduce the seismic response of the former. A system combined of sliding and lead rubber bearings (LRB) is more effective in seismic isolation than using the later alone. In this research, the seismic responses of a building which was set with LRB and a combined system (the proportions between the sliding and LRB were 1/6, 1/4 and 1/3) respectively were analyzed and compared to that of the building without base isolation system to investigate the effect of seismic isolation. The relationship between isolation coefficient and the proportion of bearings was studied. The results show that the combined system could reduce the seismic response of structure, and it is more effective in seismic isolation if the leading bearing is relatively more.

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